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TANAKA Tsuyoshi
Graduate School of Engineering / Department of Architecture
Professor

Researcher basic information

■ Research Keyword
  • Column Base
  • Welding
  • Beam to Column Connection
  • Steel Structure
■ Research Areas
  • Social infrastructure (civil Engineering, architecture, disaster prevention) / Building structures and materials

Research activity information

■ Award
  • Nov. 2020 日本鋼構造協会, 論文賞, サブマージアーク溶接による先組みビルトH梁端接合部の塑性変形能力
    田渕基嗣, 中野達也, 浅田勇人, 高塚康平, 田中剛, 志村竜一, 福本孝男, 遠山和裕, 鎌倉和彦, 藤沢清二, 板谷俊臣, 島野幸弘, 大塚英郎, 一戸康生

  • Nov. 2007 日本鋼構造協会, 日本鋼構造協会論文賞, 断面形状の異なる柱に鋼製エンドタブを用いて溶接接合された梁の塑性変形能力
    IGUCHI TOMOHARU, TABUCHI MOTOTSUGU, TANAKA TSUYOSHI
    Official journal

  • Jun. 2002 日本鋼構造協会, 日本鋼構造協会論文賞, 円形鋼管柱梁仕口における梁ウェブ接合部の曲げ耐力評価
    TANAKA TSUYOSHI, TABUCHI MOTOTSUGU, MURAKAMI YOSHIMICHI
    Official journal

■ Paper
  • REPEATED DEFORMATION BEHAVIOR AND LOW CYCLE FATIGUE CHARACTERISTICS OF U-SHAPED STEEL DEVICE APPLIED TO SHEAR WALL FOR STEEL INDUSTRIALIZED HOUSE
    Ayana ITO, Nariaki NAKAYASU, Nobutaka SHIMIZU, Tsuyoshi TANAKA
    Mar. 2023, JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 88(805) (805), 510 - 518, Japanese
    [Refereed]
    Scientific journal

  • STRENGTH OF SHS COLUMN TO BEAM CONNECTIONS WITH HOLES FOR HOT DIP GALVANIZING IN THROUGH DIAPHRAGMS
    Tomomi SAKAWA, Tsuyoshi TANAKA, Takeshi WATARAI, Akira INUBUSHI, Seiji FUJISAWA, Satoru UENO, Yoshihiro MURAKAMI, Yuji KITANO
    Jan. 2023, JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 88(803) (803), 145 - 152, Japanese
    [Refereed]
    Scientific journal

  • Design Method and Applicability to Joint with Different Level of Beam of Non Welding Joint System of Steel Structures
    伊原拓哉, 多賀謙藏, 田中剛, 浅田勇人
    Nov. 2022, Proceedings of Constructional Steel, 30, 44 - 52
    [Refereed]

  • Flexural Tests of Cold-formed Rectangular HSS Column with Low Fracture Toughness at Corners
    露木瞭太, 豊島秀我, 浅田勇人, 田中剛, 田渕基嗣
    Nov. 2022, 鋼構造年次論文報告集, 30, 605 - 614, Japanese
    [Refereed]
    Scientific journal

  • Flexural Strength Column Splice with Under-Match Weld for 780N/mm2 Class Box Column
    高岡祐大, 田中剛, 岩竹ちよ美, 山口徹雄, 高田武之
    Nov. 2022, 鋼構造年次論文報告集, 30, 33 - 43, Japanese
    [Refereed]
    Scientific journal

  • Pengjun Luo, Tsuyoshi Tanaka, Hayato Asada
    Sep. 2022, Engineering Structures
    [Refereed]
    Scientific journal

  • 耐震性と柱梁母材の再利用性に配慮した鋼構造無溶接接合システム－塑性化スプリットティの切削形状の違いによる影響－
    樋口敦也, 伊原拓哉, 浅田勇人, 多賀謙藏, 田中剛
    Nov. 2021, 鋼構造年次論文報告集, 29, 631 - 637
    [Refereed]

  • 曲げとせん断を受ける異形隅肉溶接継目の耐力評価に関する研究
    野田透子, 田中剛, 森はる奈, 畔上進, 浅田 勇人
    Nov. 2021, 鋼構造年次論文報告集, 29, 646 - 654
    [Refereed]

  • OKAMOTO Masahiro, HAMACHI Nami, TANAKA Tsuyoshi, ASADA Hayato, KOSEKI Chihiro, FUJISAWA Seiji, OBA Ryosuke, TABUCHI Mototsugu
    An increases in strength at the corner portion of cold-formed rectangular HSS due to its manufacturing process, may results in undermatched CJP welded joint at the corner regions. This paper investigates the impact of the properties of CJP corner welded joints: the weld metal strength and the shape of weld toe on the cyclic fl exural responses. The results of cyclic loading tests of the cantilever column and associated fi nite element analyses showed the plastic deformation capacity determined by the fracture initiated from the weld toe was significantly affected by the weld toe shape, rather than the weld metal strength.
    Japanese Society of Steel Construction, Dec. 2020, Kou kouzou rombunshuu, 27(108) (108), 108_31 - 108_43, Japanese
    [Refereed]
    Scientific journal

  • KOSEKI Chihiro, TABUCHI Mototsugu, FUJISAWA Seiji, ASADA Hayato, TANAKA Tsuyoshi
    CJP groove weld joints between column made of BCP325, and through-diaphragms were fabricated with CO2 gas-shielded arc welding process with YGW18 electrode to examine the effect of weld heat input on the weld metal strength. The welding was performed by the welding robots. From coupon test results with the specimens extracted from the corner and flat part weld joints, it was found that the weld metal strength at the corner joint was a few % lower than that at the flat part joint, resulting in undermatched weld joint for the comer base metal. The weld heat input had small effects on the weld metal strength near the weld toe, where the ductile crack initiates when the column subjects to flexure.
    Japanese Society of Steel Construction, Dec. 2020, Kou kouzou rombunshuu, 27(108) (108), 108_17 - 108_29, Japanese
    [Refereed]
    Scientific journal

  • ロボット溶接によって通しダイアフラムに接合された冷間プレス成形角形鋼管柱の塑性変形能力 : 角部溶接部詳細が柱の繰返し曲げ性能に与える影響
    岡本 昌大, 濱地 南美, 田中 剛, 浅田 勇人, 小関 千尋, 藤沢 清二, 大庭 諒介, 田渕 基嗣
    Dec. 2020, 鋼構造論文集, 27(108) (108), 31 - 43
    [Refereed]

  • ロボット溶接によって通しダイアフラムに接合された冷間プレス角形鋼管の角部溶接金属強度
    小関 千尋, 田渕 基嗣, 藤沢 清二, 浅田 勇人, 田中 剛
    Dec. 2020, 鋼構造論文集, 27(108) (108), 17 - 29
    [Refereed]

  • 小型試験体を用いた冷間成形角形鋼管柱の塑性変形能力の推定
    濱地 南美, 田中 剛, 岩竹 ちよ美, 田畑 晃人, 西村 有司
    Nov. 2020, 鋼構造年次論文報告集, 28, 510 - 518, Japanese
    [Refereed]
    Scientific journal

  • U 形鋼製デバイスの弾塑性挙動の評価と住宅用耐力壁への適用
    伊藤 綾那, 佐藤 圭一, 清水 信孝, 田中 剛
    Oct. 2020, 日本建築学会構造系論文集, 85(776) (776), 1313 - 1323, Japanese
    [Refereed]
    Scientific journal

  • Pengjun Luo, Hayato Asada, Tsuyoshi Tanaka
    © 2020 Elsevier Ltd In the present study, limit analysis is performed for T-joints with partial-joint-penetration (PJP) weld by taking advantage of the slip-line field theory and von Mises failure criterion. The strength evaluation equations are derived from the limit analysis and applied to evaluate the ultimate strength of T-joints. The results indicate that ultimate strengths of the longitudinal T-joints are in proportion to the weld throat thickness and independent of weld type. Whereas, the transverse fillet weld and PJP weld T-joints respectively show about 40% and 180% strength increase comparing with their longitudinal counterparts. In addition, the loading angle and material stress ratio effects on the ultimate strength of T-joint are observed depending on the weld types significantly. The finite element models that have been calibrated using the test results are applied to validate analytical results. Good agreements are achieved between the analytical and numerical results regarding the ultimate strengths and fracture angles, which reveals the feasibility and the capacity of the proposed strength equations in evaluating the mechanical behavior of T-joints with arbitrary weld geometries, loading angles, and material stress ratios.
    Jun. 2020, Engineering Structures, 213
    [Refereed]
    Scientific journal

  • Pengjun Luo, Hayato Asada, Chia Ming Uang, Tsuyoshi Tanaka
    © 2020 American Society of Civil Engineers. Partial-joint-penetration (PJP) groove weld is commonly used as an alternative to fillet weld when high-strength joints are needed. The majority of previous research on the effect of loading angle on the weld strength focuses on fillet welds, but not PJP welds. Both US specifications and Japan recommendations use a directional strength increase factor to determine the strength of fillet welds. However, these factors do not apply to PJP welds; also, US specifications, Japan recommendations, and European standards give different design criteria for PJP welds loaded with 90°. This paper presents results from a study that investigated the mechanical behavior of PJP welds under different loading angles. Results obtained from both finite-element analysis and experiments indicate that current US design practice is conservative when the directionality effect is ignored in calculating the strength of PJP welds.
    Apr. 2020, Journal of Structural Engineering (United States), 146(4) (4)
    [Refereed]
    Scientific journal

  • MAEDA Sumika, TANAKA Tsuyoshi, ASADA Hayato, HIRANO Kimihiro

     While the embedded column base connection is effective for securing stiffness and strength relative to the other type of column base connections, the bearing resistance of embedded portion of the column due to the prying action, may results in undesirable failure mode such as punching shear failure which lead to significant deterioration in the strength. Previous studies have reported that improved the strength, ductility capacity and decreased the strength deterioration were attributed to the arrangement of U-shaped rebars and hoops surrounding the column. Based on these experimental results, Japanese design provision specified the estimation of plastic flexural strength of exterior column base based on the lateral resistance mechanism including axial yielding of U-shaped rebars. This provision however had not clearly specified the reinforcement details.

     The objective of this study is to provide the recommended details of U-shaped rebars for achieving satisfactory performance and evaluate the ultimate strength of column base connection. Cyclic lateral loading tests were performed with SHS column-grade beam sub-assemblages to investigate the cyclic responses including failure modes and ultimate resistances with emphasizing on contribution of rebars to the lateral resistance. A total of 13 specimens were tested, with embedment lengths of column, the amount of U-shaped and hoop rebars and the spacing between the rebar and column in the loading direction taken as key test parameters (See Table 1, Figs. 1 and 2).

     Based on test results, the influence of the reinforcement details on the fracture behavior of the connection, the contribution of the rebars and resulting ultimate strength were investigated (See Table 3 and Figs. 3 to 5). It was observed that the upper U-shaped rebar yielded or remained elastic at the ultimate load, depending on the details of U-shaped rebars as shown in Fig. 7. The evaluation method of anchorage strength of 90° bending rebars [Ref. 5] was extended for embedded column base connection and used to predict the anchorage strength of U-shaped rebars. The predicted axial force of the U-shaped rebars given by the lesser of axial yielding and the anchorage strength of rebar fairly agreed with the experimental results (Fig. 11). In other words, this method can be applicable to determine proper detailing for ensuring the axial yielding of the U-shaped rebars. Furthermore, the ultimate strengths of the embedded column base connection were evaluated assuming the same resistance mechanism in current provision and using modified axial resistance of rebars given by Eq. (9). The proposed method was able to consistently predict the experimental ultimate strengths, regardless of the details of U-shaped rebars (Fig. 13).

    Architectural Institute of Japan, Dec. 2019, Journal of Structural and Construction Engineering (Transactions of AIJ), 84(766) (766), 1613 - 1620, Japanese
    [Refereed]
    Scientific journal

  • ASADA Hayato, TANAKA Tsuyoshi, YAMASHITA Tatsuo, FUJIWARA Yuki

     Hot-dipped zinc coating is well recognized as a standard method of long-term protection from corrosion and is widely applied to heavy steel products such as building structures in Japan. In this process, liquid metal assisted cracking (LMAC) has sometimes occurred at vent and drain holes which were located at the corner of welded beam-to-column connection during hot-dip galvanizing. However, the mechanism of the phenomenon has not been well understood. To develop the understanding of the phenomenon, This study focuses on the effect of geometrical parameters such as the flange-to-web thickness ratio, the web thickness, the diameter of the holes, and their position on LMAC to develop the understanding of the mechanisms through which LMAC that initiated from the edge of holes and seek to identify an effective way for preventing them in practice. As the pilot study, Immersion tests were performed with scaled test specimens to investigate the thermal and strain histories due to the thermal expansion and contraction in hot-dip galvanizing process. A companion analytical model shown in Fig. 4, which is capable of simulating the test results was developed. The verified numerical model was used to develop the helpful index for evaluating the effect of geometric parameters on LMAC, in term of the tensile strain at the point corresponding to LMAC occurrence shown in Fig, 11. From the investigations, the following conclusions were drawn:

     Immersion testing with the flange thickness as the test parameter showed that as the flange thickness increases, the strain at the circular hole edges also increases. For a web thickness of 9 mm, LMAC occurred at two locations at the top of the test specimen when 32 mm flange was attached. Furthermore, microscope images (SEM) of the cracks and the behavior of the strain in the vicinity of the circular holes showed that the LMAC occurred while the test specimen was immersed in the molten zinc.

     Increases in the tensile strain, which is defined as the difference between the maximum compressive strain at the strain concentration point at the edge of the circular holes during and the strain at steady state, cause significant increases in LMAC.

     As the flange-to-web thickness ratio increases, the tensile stress that occurs at the hole edges increases as well, and the occurrence of cracking also increases significantly. However, even for cases in which the flange-to-web thickness ratio is the same, it is possible to reduce the tensile strain by increasing the web thickness. Therefore, increasing the web thickness, as well as reducing the flange-to-web thickness ratio, is effective in preventing cracking.

     Increasing the diameter of the circular holes by a factor of 1.7 results in an approximately 20% reduction in the tensile strain. Increasing the distance between the circular hole edges and the weld toes within the range over which the holes still function as drain holes (L = 4 - 24 mm) has small effects on reducing the tensile strain.

    Architectural Institute of Japan, Aug. 2019, Journal of Structural and Construction Engineering (Transactions of AIJ), 84(762) (762), 1033 - 1042, Japanese
    [Refereed]
    Scientific journal

  • NAKAFUJI Shun, ASADA Hayato, TANAKA Tsuyoshi
    Seismic retrofit by the addition of H-section haunches has been developed by the authors to improve plastic deformation capacity of beam-to-column connection in existing building structures. The design criterion that the moment demand on original beam-to-column connection keeps below its plastic moment capacity, has been proposed to achieve satisfactory performance. For this purpose, the simple estimation of moment transferred by haunch is necessary. In this paper, simplified strut modelling (SSM) proposed by the authors was extended to account for the haunch connectedto RHS column through external diaphragm. The validity of extended SSM was verified by comparison to finite element analysis results.
    Japanese Society of Steel Construction, Jun. 2019, Kou kouzou rombunshuu, 26(102) (102), 102_57 - 102_68, Japanese
    [Refereed]
    Scientific journal

  • サブマージアーク溶接による先組みビルトH 梁端接合部の塑性変形能力（梁端接合部の塑性変形能力とサブマージアーク溶接金属の靱性の関係）
    高塚 康平, 中野 達也, 浅田 勇人, 田中 剛, 田渕 基嗣
    日本鋼構造協会, Mar. 2019, 鋼構造論文集, 26(101) (101), 31 - 42, Japanese
    [Refereed]
    Scientific journal

  • サブマージアーク溶接による先組みビルトH 梁端接合部の塑性変形能力（実大部分架構実験）
    浅田 勇人, 中野 達也, 高塚 康平, 田中 剛, 田渕 基嗣
    日本鋼構造協会, Mar. 2019, 鋼構造論文集, 26(101) (101), 15 - 30, Japanese
    [Refereed]
    Scientific journal

  • 実大柱梁部分架構の浸漬実験によるめっき割れに関する検討
    藤原 有希, 浅田 勇人, 田中 剛, 上野 悟, 北野 祐司
    Nov. 2018, 鋼構造年次論文報告集, 26, 448 - 455, Japanese
    [Refereed]
    Scientific journal

  • ASADA Hayato, TANAKA Tsuyoshi, YOSHIMI Nobuyuki
     In moment frame combined with dampers, the beam-to-column connection is subjected to not only bending moment but axial force in accordance with the damper arrangements. Previous investigation on existing steel passive controlled building structures [Ref. 1] pointed out that the beam axial force reaches up to 30% of its yield strength on entire beam cross section. For such beams, in addition to causing beam instability [Ref. 2], the presence of axial force tends to reduce the magnitude of plastic strength. Furthermore, Not only WF section but also RHS is commonly used for column in Japan. When the beam is connected to RHS column, it is well recognized that the strength of beam-to-column connection is significantly affected by out-of-plane bending strength of column flange (wall) and the lack of design consideration for this effect lead to decrease of plastic deformation capacity[Ref. 3 and 4]. The current recommendation for design of connections in steel structures [Ref. 5] specified the strength evaluation in consideration of this effect. However, the recommendation is only applicable to beam-to-column connection subjected to only bending moment.
     This paper presents strength evaluation of H-beam-to-RHS connection subjected to both bending moment and axial force. In order to derive the strength formulae, the limit analyses based on upper bound theorem were performed. Six collapse mechanisms of beam-to-column connection including the mechanism proposed by [Ref. 6] shown in Fig. 3 and Fig. 4 are considered in this study. All collapse mechanisms consist of axial yielding of beam flange, yielding of beam web along the beam depth and multiple out-of-plane yielding lines on the column flange. The best upper bound can be given by the lowest value of six collapse loads under axial force given. Therefore, the plastic strength of beam-to-column connection is defined by whichever is smaller of the upper bound solution aforementioned and plastic strength of beam.
     The axial force-moment interaction curves (N-M interaction curves) obtained by derived equations shown in Fig. 7, clearly indicated that when strength of beam-to-column connection were governed by collapse load of column flange, the strength of beam-to-column connection was significantly decreased with increase in axial force even if the plastic neutral axis exists within the beam web. Based on this observation, N-M interaction curves for the collapse load were approximated with bi-linear N-M interaction, as shown in Fig. 8. In response, the practical design equations for the yield strength and plastic strength were further developed ensuring a consistency with current design equations.
     In order to examine the validity of proposed design formulae, Finite element analyses were conducted with beam-column subassemblage models under bending moment and/or axial tensile force shown in Fig. 11, In the analysis, axial force ratio of beam, thickness of beam web and thickness of column were varied within the range of practical application. Additionally, the presence of weld access hole placed at beam ends was also examined. As shown in Fig. 15, the prediction by proposed design equations agreed with FEA results within the 8% error for the range of properties examined.
    Architectural Institute of Japan, Nov. 2018, Journal of Structural and Construction Engineering (Transactions of AIJ), 83(753) (753), 1701 - 1711, Japanese
    [Refereed]
    Scientific journal

  • 外ダイアフラムにより高強度鋼柱と合成梁を接合した部分架構実験
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 矢橋健太郎
    Nov. 2018, 鋼構造年次論文報告集, 26, 645 - 652, Japanese
    [Refereed]
    Scientific journal

  • Required Height of Additional Plate Related to the Improvement Methods of Deformation Capacity of wide-flange steel structure column bases
    LEE JOONKWON, NAKAMURA MASATO, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI
    WF column bases reinforced with supplemental steel plate on its web which intends to improve plastic deformation capacity of column under high axial load and large drift demands, have been developed by the authors. This paper presents cyclic loading tests and numerical simulations of WF column reinforced with supplemental steel plate with various its length. The results showed
    Japanese Society of Steel Construction, Nov. 2018, PROCEEDINGS OF CONSTRUCTIONAL STEEL, 26, 672 - 677, Japanese
    [Refereed]
    Symposium

  • Liquid metal assisted cracking initiated at drain holes during hot-dip galvanizing
    FUJIWARA Yuki, ASADA Hayato, TANAKA Tsuyoshi, YAMASHITA Tatsuo, KITANO Yuji, WATARAI Takeshi, MURAKAMI Yoshihiro
    Jul. 2018, Proceedings of the 25th International Galvanizing Conference (INTERGALVA 2018), English
    [Refereed]
    International conference proceedings

  • ASADA Hayato, OKAZAKI Taichiro, TANAKA Tsuyoshi, NAKAI Saya, HASHIOKA Shogo
     Due to simplicity, many engineers have chosen a single-shear bolted joint for the end connections of circular hollow-structural-section (HSS) braces. A flat plate is welded to the brace, and this plate, in turn, is connected to a gusset plate using slip-critical, high-strength bolts in single shear (see Fig. 1). Where such connection is adopted, the braces may be susceptible to an undesirable buckling mode that involves formation of two plastic hinges at one bracing connection and one hinge in the other bracing connection. The fundamental cause of this buckling mode is the inherent eccentricity between the brace and gusset plate and lack of out-of-plane stiffness and strength of the bracing connection. The concerned buckling mode was observed in a number of buildings after the 1995 Kobe earthquake and 2011 Tohoku earthquake [Ref. 1]. A typical example where the buckling mode led to fracture of the connection is shown in Photo 1. Past studies, conducted by the authors [Ref. 2], have alarmed that deformation concentration in the connection results in substantially smaller compressive strength and energy dissipation capacity of the brace. Therefore, every care must be taken to avoid the buckling mode that causes deformation concentration in the bracing connections.
    The analysis model proposed by Tada et al. [Ref. 3 and 4] is extended to account for the out-of-plane rotational stiffness and strength of the gusset plates (Figs. 2 to 4 and 8) and the possibility that their stiffness may be unequal between the two ends (Figs. 5 and 6). Using this model, generalized strength formulae are derived for braces in compression. The formulae indicate that, within the range of practical application, the difference in stiffness between the two end connections have little effect on the compressive strength of braces (Fig. 7). The validity of the strength formulae is examined by six monotonic loading tests (Figs. 9 and 10). The six specimens had different gusset plate width to examine a range of end stiffness and strength. The test results and corroborating finite element simulations (Fig. 11) agreed with the model in failure mode and strength (Fig. 15).
    The finite element model was extended to conduct a parametric study over a wider range of geometrical properties such as brace length (Lb = 2,089 to 3,000 mm ), brace section (76.3×2.8, 76.3×4.2 and 114.3×4.5), length of bracing connection (kaLb=195 to 546 mm), isolated length of flexible segment of flat plate and gusset plate (kakbLb = 45 and 75 mm), thickness of flat plate and gusset plate (tfp = tgp =9 to 16 mm), and width of gusset plate and flat plate (bgp =130 to 540 mm; bfp =130 and 180 mm symbols defined in Table 2). Results for a total of 118 models demonstrated that the proposed formulae estimate the buckling mode and compressive strength with error margin of 10% , for the range of properties examined. The study suggests that the use of compact (short and stiff) bracing connections is effective to prevent the concerned buckling mode.
    Architectural Institute of Japan, Feb. 2018, Journal of Structural and Construction Engineering (Transactions of AIJ), 83(744) (744), 309 - 319, Japanese
    [Refereed]
    Scientific journal

  • M. Okamoto, T. Tanaka, H. Asada
    © 2018 Taylor & Francis Group, London. This paper proposes the new strength formula for the CHS column to H-beam connections stiffened by exterior diaphragms in which the effect of material strength and geometric properties are unified. In order to derive the strength formula, limit analysis based on upper bound theorem was performed. Since the theoretical solution is too complicated to use in practice, the unknown variable to define the yield line in collapse mechanism was approximated by means of parametric study to develop the practical strength formula. The validity of the strength formula was verified in comparison to FEA and previous test results.
    2018, Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017, 271 - 278, English
    [Refereed]
    International conference proceedings

  • K. Hirano, T. Tanaka, H. Asada
    © 2018 Taylor & Francis Group, London. In this study, cyclic lateral loading tests were performed with eight simply-supported SHS column to reinforced concrete grade beam subassemblages to investigate the effect of rebars surrounding column on ultimate resistance determined by punching shear failure. In the tests, embedment lengths of column, presence of U-shaped and/or hoop rebars were taken as test parameters. From the test results, the specimens whose columns were surrounded with U-shaped and/or hoop rebars exhibited larger strength capacity, smaller strength deterioration compared to the specimens whose columns were not surrounded with rebars. Static equilibrium at column face cross-section revealed that the rebars surrounding the column mostly resisted to resultant bearing force in the loading direction in post-punching shear crack resistance. The results provided fundamental insight on the developments of more reliable strength estimation model and concise reinforcement details.
    2018, Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017, 279 - 284, English
    [Refereed]
    International conference proceedings

  • Ｈ形鋼と水平スチフナを併用した梁端補強構法に関する研究
    中藤 駿, 浅田 勇人, 田中 剛
    Nov. 2017, 鋼構造年次論文報告集, 25, 101 - 106, Japanese
    [Refereed]
    Scientific journal

  • ブレース付き外ダイアフラム形式柱梁接合部の繰返し載荷実験
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵
    Nov. 2017, 鋼構造年次論文報告集, 25, 280 - 286, Japanese
    [Refereed]
    Scientific journal

  • Lateral Loading Tests of Embedded RHS Column Base Connection with Small Edge Distance
    ASADA Hayato, TANAKA Tsuyoshi
    Nov. 2017, Proceedings of 9th International Symposium on Steel Structures (ISSS-2017), 118 - 121, English
    [Refereed]
    International conference proceedings

  • Study on method to improve the plastic deformation capacity of wide-flange steel structure column base
    NAKAMURA MASATO, LEE JOONKWON, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI
    When huge earthquake ground motion is input to steel building structure, the column bases subjected to combined axial force and bending moment may reach the ultimate state by local buckling. Even if the seismic performance is improved by using high strength steels in the frame, it is difficult to avoid plastic hinges in the column bases at ultimate state. In this study, we prop
    Japanese Society of Steel Construction, Nov. 2017, PROCEEDINGS OF CONSTRUCTIONAL STEEL, 25, 780 - 797, Japanese
    [Refereed]
    Symposium

  • Buckling strength of Hollow Structural Section (HSS) brace with one-lap bolted joints
    ASADA Hayato, OKAZAKI Taichiro, TANAKA Tsuyoshi
    Oct. 2017, Proceedings. of The 15th East Asia-Pacific Conference on Structural Engineering and Construction(EASEC-15), English
    [Refereed]
    International conference proceedings

  • 一面せん断接合部を有する鋼管ブレースの座屈モードおよび座屈荷重
    NAKAI Saya, ASADA Hayato, OKAZAKI Taichiro, TANAKA Tsuyoshi
    Aug. 2017, 第12回日中建築構造技術会交流論文集, Japanese
    International conference proceedings

  • 平板割込形式鋼管ブレースの座屈荷重に与える接合部剛性の影響
    中井 沙耶, 浅田 勇人, 岡崎 太一郎, 田中 剛, 橋岡 昇吾
    Nov. 2016, 鋼構造年次論文報告集, 24, 836 - 843, Japanese
    [Refereed]
    Scientific journal

  • 先組みビルトH 梁のSAW 靱性と繰返し塑性変形能力
    浅田 勇人, 高塚 康平, 中野 達也, 田中 剛, 吹田 啓一郎
    Nov. 2016, 鋼構造年次論文報告集, 24, 184 - 191, Japanese
    [Refereed]
    Scientific journal

  • 接合部詳細に着目した円形鋼管ブレースの繰返し載荷実験
    橋岡 昇吾, 浅田 勇人, 岡崎 太一郎, 田中 剛, 中井 沙耶
    Nov. 2016, 鋼構造年次論文報告集, 24, 844 - 850, Japanese
    [Refereed]
    Scientific journal

  • 斜方から載荷される各種溶接継目の耐力評価
    吉末 理紗, 田中 剛, 浅田 勇人, 田中 未咲
    Nov. 2016, 鋼構造年次論文報告集, 24, 747 - 754, Japanese
    [Refereed]
    Scientific journal

  • 軸力と曲げを受ける角形鋼管柱梁接合部の全塑性耐力
    吉見 信之, 浅田 勇人, 田中 剛
    Nov. 2016, 鋼構造年次論文報告集, 24, 269 - 276, Japanese
    [Refereed]
    Scientific journal

  • 外リングダイアフラム形式円形鋼管柱梁接合部の耐力評価
    岡本 真梨子, 田中 剛, 浅田 勇人
    Nov. 2016, 鋼構造年次論文報告集, 24, 277 - 284, Japanese
    [Refereed]
    Scientific journal

  • Hayato Asada, Tsuyoshi Tanaka, Satoshi Yamada
    This paper examines applicability of proposed retrofit method using H-section haunch to H-beam-to-RHS column connections. When using RHS column, it is concerned that force transfer capacity of supplemental haunch is significantly affected by detailing of the connection between the haunch and column. In particular, when the haunch directly connect to column face without diaphragm, namely, non-diaphragm connection, it is necessary that the requirement for strength of column-to-haunch connection must be revealed to achieve the satisfactory retrofit performance. For this purpose, the design strength formulae were derived through the limit analysis based on upper bound theorem approach. In order to investigate the effect of detailing of column-to-haunch connection on retrofit performance, cyclic loading tests and FEA were performed. From the test and numerical results, local yielding of column-to-haunch connection caused contribution of haunches to plateau and consequently resulted in rupture of original beam flange at the beam end. Retrofit specimen which had sufficient local strength in column-to-haunch connection could prevent the fracture of original beam end and exhibited satisfactory performance.
    Oct. 2016, Journal of Structural and Construction Engineering, 81(728) (728), 1733 - 1742
    [Refereed]
    Scientific journal

  • 浅田 勇人, 田中 剛, 山田 哲
    日本建築学会, Oct. 2016, 日本建築学会構造系論文集, 81(728) (728), 1733 - 1733, Japanese
    [Refereed]
    Scientific journal

  • Ultimate Strength Evaluation of Fillet Welds with Arbitrary Cross Section under Combined Tension and Shear
    YOSHIZUE Risa, TANAKA Tsuyoshi, ASADA Hayato
    Oct. 2016, Proc. of 11th Pacific Structural Steel Conference, 1123 - 1129, English
    [Refereed]
    International conference proceedings

  • Structural Behavior of Ultra High Strength CHS Column-to-H-beam Connections Stiffened by Exterior Diaphragms, Proc. of 11th Pacific Structural Steel Conferenc
    OKAMOTO Mariko, TANAKA Tsuyoshi, ASADA Hayato
    Oct. 2016, Proc. of 11th Pacific Structural Steel Conference, English
    [Refereed]
    International conference proceedings

  • Structural Behavior of Ultra High Strength CHS Column-to-H-beam Connections Stiffened by Exterior Diaphragms
    OKAMOTO Mariko, TANAKA Tsuyoshi, ASADA Hayato
    Oct. 2016, Proc. of 11th Pacific Structural Steel Conference, English
    [Refereed]
    International conference proceedings

  • Static Loading Tests on Exterior Column Base Embedded in Grade Beam
    YAMANO Yuki, ASADA Hayato, TANAKA Tsuyoshi
    Oct. 2016, Proc. of 11th Pacific Structural Steel Conference, 1143 - 1148, English
    [Refereed]
    International conference proceedings

  • Experimental Evaluation of Flexural Strength of Interior Column Base Embedded in Reinforced Concrete Grade Beam
    ASADA Hayato, TANAKA Tsuyoshi
    Aug. 2016, Proc. of 5th ISUDM, English
    Symposium

  • 北岡 聡, 田中 剛
    神戸大学大学院工学研究科, 2016, 神戸大学大学院工学研究科・システム情報学研究科紀要, 8, Japanese
    Link to Kobe Univ. Repository (Kernel)

  • 外リングダイアフラム形式超高強度円形鋼管柱梁接合部に関する研究
    田中 剛, 浅田 勇人
    Nov. 2015, 鋼構造年次論文報告集, 23, 195 - 202, Japanese
    [Refereed]
    Scientific journal

  • ブレース付骨組のガセット板溶接接合部の降伏耐力に関する考察
    浅田 勇人, 前田 晋吾, 田中 剛, 田中 未咲
    Nov. 2015, 鋼構造年次論文報告集, 23, 248 - 254, Japanese
    [Refereed]
    Scientific journal

  • H 形鋼を付加する補強構法の角形鋼管柱梁接合部への適用の検討
    上原 拓馬, 浅田 勇人, 田中 剛, 山田 哲
    Nov. 2015, 鋼構造年次論文報告集, 23, 527 - 534, Japanese
    [Refereed]
    Scientific journal

  • Experimental Evaluation of Force Transfer between Embedded Column Base and Concrete Foundation on Interior Column
    ASADA Hayato, TANAKA Tsuyoshi, TOMITANI Yasuaki
    Nov. 2015, Proc. of the 8th International Symposium on Steel Structures (ISSS2015), English
    [Refereed]
    International conference proceedings

  • Ultimate Strength Evaluation of Inclined Fillet Welds
    TANAKA Misaki, ASADA Hayato, TANAKA Tsuyoshi
    Jun. 2015, Proc. of the 8th International Conference on Behavior of Steel structures in Seismic Areas (STESSA 2015), 345 - 352, English
    [Refereed]
    International conference proceedings

  • Simplified Strut Modeling for Beam-to-Column Connection Retrofitted with Supplemental H-section Haunches
    Uehara Takuma, ASADA Hayato, TANAKA Tsuyoshi
    Jun. 2015, Proc. of the 8th International Conference on Behavior of Steel structures in Seismic Areas (STESSA 2015), 702 - 708, English
    [Refereed]
    International conference proceedings

  • Plastic deformation capacity of RHS column with Weld defect
    TAKAKURA Masayuki, TANAKA Tsuyoshi, ASADA Hayato, UETA Ryo
    Jun. 2015, Proc. of the 8th International Conference on Behavior of Steel structures in Seismic Areas (STESSA 2015), 755 - 762, English
    [Refereed]
    International conference proceedings

  • 浅田 勇人, 的場 弘晃, 田中 剛, 山田 哲
    日本建築学会, Apr. 2015, 日本建築学会構造系論文集, 80(710) (710), 681 - 681, Japanese
    [Refereed]
    Scientific journal

  • 補強梁端接合部の応力伝達機構と簡易力学モデルの提案
    浅田 勇人, 上原 拓馬, 田中 剛, 的場 弘晃
    Mar. 2015, 構造工学論文集, 61 B, 151 - 160, Japanese
    [Refereed]
    Scientific journal

  • Toshihiro Umeda, Kouhei Takatsuka, Keiichiro Suita, Tsuyoshi Tanaka
    This paper presents results of full-scale cyclic loading tests of moment connection conducted to evaluate deformation capacity. Deformation capacity of flange-welded web-bolted beam-to-column connection is investigated by three types of cyclic loadings, i.e. constant amplitude, two different constant amplitudes and random amplitudes. Deformation capacity of moment connections with weld access hole under varying amplitude cyclic loadings is estimated by proposed method which is obtained using crack propagation.
    Architectural Institute of Japan, 2015, Journal of Structural and Construction Engineering, 80(718) (718), 1971 - 1979, English
    [Refereed]
    Scientific journal

  • Tsuyoshi Tanaka, Keiichiro Suita, Naoki Asakura, Takaaki Tsukada, Naomi Uozumi, Kouhei Takatsuka
    This paper discusses the influence of floor slabs on deformation capacity of welded beam-to-column connections used for steel moment resisting frames until ductile fracture due to cyclic loading. It is well-known that floor slabs often lead to reduction of deformation capacity of beams caused by fracture of lower flanges. Because the neutral axis of a composite beam moves to the upper side from the centroid of a bare beam section in positive bending, the strain of the lower flange increases. Eight test specimens shown in Figure 1 were prepared for loading tests. The specimen was composed of a rolled H-beam (H-500×200×l0×l6) and a cold formed square hollow section column (RHS-350×350×22). The connection detail with no weld access hole was adopted. Two types of specimens with different flexural moment capacity transferred at the web connection, which depend on the thickness of the panel flange, were prepared. The flexural strength of the beam web connection of CNSS series with a thicker panel flange (22mm) is superior to that of CNSW series with a thinner panel flange (9mm). The specimen was simply-supported at both ends of the column and the lateral load was applied at the top of the beam as shown in Figure 2. The tests were carried out under cyclic loading with specified beam rotation amplitudes, namely, θ,= 1.2θp, 2.0θp and 3.0θp, where θb denotes rotation angle of the beam and θP denotes elastic rotation angle corresponding to the full plastic moment of the bare beam. Figure 3 shows moment versus rotation relationships. All specimens failed due to fracture along the entire width of the beam flanges. Figure 4 shows the skeleton curves. Due to existence of the floor slab, maximum strength of the composite beam in positive bending was superior to that of the bare beam. Elastic stiffness of the composite beam was about 1.8 times larger than that of the bare beam. On the other hand, in negative bending, increase of maximum strength was slightly small and elastic stiffness did not increase. The relationships between cumulative plastic deformation ηu, which is cumulative plastic deformation Σθb divided by θP, and the loading amplitude μ =θb,/θP is shown in Figure 5(b) by a double logarithmic plot with the past test results1) of bare beams. The plastic deformation capacity of the composite beam is lower than that of the bare beam, and that of CNSW series with reduced flexural strength is further lower than that of CNSS series with sufficient flexural strength. In order to investigate the influence of the floor slab on strain behaviors of the lower beam flange, analysis on basis of column deflection curve was carried out. The analytical model have ineffective zone at the beam end to consider the reduced flexural strength of beam web connections as shown in Figure 9. The extent of ineffective zone is modeled using the result of limit analysis shown in chapter 4. Figure 17 shows the comparisons of moment versus rotation relationships between test results and analytical results. Figure 18 shows the comparisons of moment versus strain of lower flange relationships between test results and analytical results. The analytical results agree well with the test results. Figure 20 shows the relationships between the plastic strain amplitude εp obtained by the analysis and the cumulative plastic deformation ηu obtained from the test. The cumulative plastic deformation ηu decreases with increasing the plastic strain amplitude εp, and the plots stand in a line independent of the test parameters. The influence of floor slabs on deformation capacity can be estimated by using the plastic strain amplitude εp.
    Architectural Institute of Japan, 2015, Journal of Structural and Construction Engineering, 80(707) (707), 127 - 136, English
    [Refereed]
    Scientific journal

  • Hayato Asada, Hiroaki Matoba, Tsuyoshi Tanaka, Satoshi Yamada
    Cyclic loading tests were conducted to investigate the seismic retrofit effects for steel beams with floor slab. Strain concentration in the lower flanges due to the presence of concrete slab was significantly reduced by attaching haunches to either upper and lower or lower beam flanges in comparison with un-retrofitted specimen, and plastic deformation capacity was improved. However, when the haunch was applied to only lower beam flanges, strains in the upper flanges tended to increase subjected to negative bending. FE analyses were conducted to verify the effect of retrofit, when attaching haunch to only lower beam flange. Numerical results indicate possibility of avoidance of extensive damage to the upper flanges by enhancing force transfer efficiency of lower haunch.
    2015, Journal of Structural and Construction Engineering, 80(715) (715), 1479 - 1487, Japanese
    [Refereed]
    Scientific journal

  • Hayato Asada, Tsuyoshi Tanaka, Satoshi Yamada, Hiroaki Matoba
    This Paper proposes a method to improve plastic deformation capacity of the welded wide flange beam-to-column connections in existing steel buildings by using supplemental H-section haunches jointed by high-strength bolts and welding which expected to secure construction quality. By attaching supplemental haunches to upper and lower flanges of the beam end, the critical section is moved from the beam end to the beam cross-section corresponding to the tip of the supplemental haunch. As a result, it could prevent the fracture of beam flange initiated from toe of weld access hole. Cumulative plastic deformation capacities of retrofitted specimens were 1.5 to 2.0 times larger than that of un-retrofitted specimen.
    KOREAN SOC STEEL CONSTRUCTION-KSSC, Dec. 2014, INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 14(4) (4), 865 - 871, English
    [Refereed]
    Scientific journal

  • Relationship between Deformation Capacity and Strain Amplitude on Welded Beam-to-Column Connection
    魚住 奈緒美, 田中 剛, 吹田 啓一郎, 朝倉 直毅, 高塚 康平
    日本鋼構造協会, Nov. 2014, 鋼構造年次論文報告集, 22, 765 - 772, Japanese
    [Refereed]
    Scientific journal

  • 梁にH 形鋼を付加する耐震補強構法の合成梁への適用に関する検討
    的場 弘晃, 浅田 勇人, 田中 剛, 山田 哲
    日本鋼構造協会, Nov. 2014, 鋼構造年次論文報告集, 22, 603 - 610, Japanese
    [Refereed]
    Scientific journal

  • ガセットプレートの面外剛性に着目した山形鋼ブレース載荷実験
    浅田 勇人, 田仲 秀典, 田中 剛
    日本鋼構造協会, Nov. 2014, 鋼構造年次論文報告集, 22, 34 - 41, Japanese
    [Refereed]
    Scientific journal

  • Study on the Application of Hybrid Steel Column consists of high strength steel flange and conventional steel web
    OWADA SHOGO, KINOSHITA YASUHITO, ASADA HAYATO, TAGA KENZO, TANAKA TSUYOSHI
    Japanese Society of Steel Construction, Nov. 2014, Proceedings of Constructional Steel, 22, 710 - 715, Japanese
    [Refereed]
    Scientific journal

  • 22357 Deformation Capacity and Crack Growth of H-Beams with Scallops and Weak Joint Strength. : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 20
    UOZUMI Naomi, TANAKA Tsuyoshi, SUITA Keiichiro, ASAKURA Naoki, TAKATSUKA Kouhei
    Architectural Institute of Japan, Sep. 2014, Summaries of technical papers of annual meeting, 2014, 713 - 714, Japanese
    Scientific journal

  • 22356 Cyclic Loading Tests on H-Beams with Scallops and Weak Joint Strength. : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 19
    ASAKURA Naoki, TANAKA Tsuyoshi, SUITA Keiichiro, UOZUMI Naomi, TAKATSUKA Kouhei
    Architectural Institute of Japan, Sep. 2014, Summaries of technical papers of annual meeting, 2014, 711 - 712, Japanese
    Scientific journal

  • 2085 Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain : Part18:Effect of Joint Strength and Scallop on Deformation Capacity
    UOZUMI Naomi, TANAKA Tsuyoshi, SUITA Keiichiro, ASAKURA Naoki, TAKATSUKA Kouhei
    Architectural Institute of Japan, Jun. 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 369 - 372, Japanese
    Scientific journal

  • DAMAGE EVALUATION OF WELDED BEAM-TO-COLUMN CONNECTION SUBJECTED TO LONG PERIOD GROUND MOTION CONSIDERING EFFECT OF WELDING DETAIL AND CROSS SECTION SIZE
    TAKATSUKA KOUHEI, SUITA KEIICHIRO, TANAKA TSUYOSHI
    This paper presents results of damage evaluation of moment connection subjected to long period ground motion. From test results conducted in this study and previous studies, crack propagation formulation is obtained to predict the deformation capacity for random amplitude loading. From seismic response analysis of high-rise building subjected to ground motion predicted in Kansa
    ARCHITECTURAL INSTITUTE OF JAPAN, Mar. 2014, Journal of Structural Engineering, 60(B) (B), Japanese
    [Refereed]
    Scientific journal

  • LOCAL STRENGTH OF COLUMN TO BEAM CONNECTIONS
    KITAOKA SATOSHI, TANAKA TSUYOSHI
    This paper proposes the strength evaluation method of column to beam connections without stress continuity plates. Proposed method is
    based on yield line theory considering limit states of connection including local flange bending (LFB), local web yielding (LWY) and
    interaction of each other. The strength of connection can be also expressed as a function of column and beam-flan
    ARCHITECTURAL INSTITUTE OF JAPAN, Mar. 2014, JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transactions of AIJ), 697(79) (79), 419 - 426, Japanese
    [Refereed]
    Scientific journal

  • Kouhei Takatsuka, Keiichiro Suita, Tsuyoshi Tanaka, Toshihiro Umeda
    This paper presents results of full-scale cyclic loading tests of moment connection under constant deformation amplitude conducted to evaluate deformation capacity. The effects of beam section size and of weld access hole are investigated by four type specimens. The relationships between ductility amplitude of beam rotation, cumulative plastic deformation and crack propagation at weld joint are quantitatively obtained from test result. The effects of beam section size and connection detail on crack initiation charactaristic are investigated from stress and strain by FEM analysis.
    Architectural Institute of Japan, Feb. 2014, Journal of Structural and Construction Engineering, 79(696) (696), 315 - 321, Japanese
    [Refereed]
    Scientific journal

  • Seismic Retrofit on Beam-to-Column Connections in Existing Steel Buildings Using Supplemental H-shaped Haunch
    Hayato ASADA, Hiroaki MATOBA, Tsuyoshi TANAKA, Satoshi YAMADA
    日本鋼構造協会, Nov. 2013, Proc. of ISSS2013, 21, CD - ROM (4 pages), English
    International conference proceedings

  • H 形鋼をボルト接合により付加する耐震補強構法に関する研究
    的場 弘晃, ASADA HAYATO, 田中 剛, 山田 哲
    日本鋼構造協会, Nov. 2013, 鋼構造年次論文報告集, Vol.21, 738 - 745, Japanese
    [Refereed]
    Scientific journal

  • Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic behavior of Single Angle Braces
    Hayato ASADA, Hidenori TANAKA, Tsuyoshi TANAKA
    Oct. 2013, Proc. of Pacific Structural Steel Conference (PSSC2013 ), 812 - 817, English
    [Refereed]
    International conference proceedings

  • SATO YUSUKE, TANAKA TSUYOSHI, UETA RYO, HAGINO TSUYOSHI, OMURA SHUTARO
    In application of conventional ceramic end tabs for beam flange weld in beam-to-column welded
    connections, the lack of penetration is often observed at the start and the end points of the weld first
    pass. Especially, weld defects of bottom flanges for field-welding type result in poor plastic
    deformation capacity of the beam, because they are located at the outer surface of bea
    Oct. 2013, Proceedings of the 10th Pacific Structural Steel Conference, 79 - 84, English
    [Refereed]
    International conference proceedings

  • ASAKURA NAOKI, TANAKA TSUYOSHI, TSUKADA TAKAAKI, SUITA KEIICHIRO, TAKATSUKA KOHEI
    This paper presents results of full-scale cyclic loading tests under constant deformation amplitude
    conducted to evaluate deformation capacity of H-beams with composite slabs connected to SHS
    columns. Test specimens are designed and fabricated to investigate the influence of composite slabs
    and flexural strength of beam end connections. The relationship between deformation ampl
    Oct. 2013, Proceedings of the 10th Pacific Structural Steel Conference, 73 - 78, English
    [Refereed]
    International conference proceedings

  • 22371 Damage Evaluation by Cyclic Loading with Varying Deformation Amplitude Including Effect of Weld Access Hole : Deformation capacity evaluation of welded beam-to-column connection subjected to repeated plastic strain part 14
    TAKATSUKA Kouhei, SUITA Keiichiro, TANAKA Tsuyoshi, UMEDA Toshihiro
    Architectural Institute of Japan, Aug. 2013, Summaries of technical papers of annual meeting, 2013, 741 - 742, Japanese
    Scientific journal

  • 22372 Cyclic Loading Tests on Composite Beams with Scallops : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 15
    UOZUMI Naomi, TANAKA Tsuyoshi, SUITA Keiichiro, ASAKURA Naoki
    Architectural Institute of Japan, Aug. 2013, Summaries of technical papers of annual meeting, 2013, 743 - 744, Japanese
    Scientific journal

  • 22373 Strain Distribution and Crack Growth of Composite Beams with Scallops : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 16
    ASAKURA Naoki, TANAKA Tsuyoshi, SUITA Keiichiro, UOZUMI Naomi
    Architectural Institute of Japan, Aug. 2013, Summaries of technical papers of annual meeting, 2013, 745 - 746, Japanese
    Scientific journal

  • 22370 Influence of Weld Access Hole and Size of Beam Section on Deformation Capacity : Deformation Capacity Evaluation of Welded Beam-to-Column Connection Subjected to Repeated Plastic Strain part13
    UMEDA Toshihiro, TAKATSUKA Kouhei, SUITA Keiichiro, TANAKA Tsuyoshi
    Architectural Institute of Japan, Aug. 2013, Summaries of technical papers of annual meeting, 2013, 739 - 740, Japanese
    Scientific journal

  • 22402 Study on Reinforcing Detail of Beam-to-Column : Connections in Existing high-rise Buildings -Part2-
    TOYOSHIMA Kenta, INAKA Yasuho, TAGA Kenzo, TANABE Yoshikazu, ASADA Hayato, TANAKA Tsuyoshi, SUITA Keiichiro
    Architectural Institute of Japan, Aug. 2013, Summaries of technical papers of annual meeting, 2013, 803 - 804, Japanese
    Scientific journal

  • Deformation Capacity Evaluation of Welded Beam to Column Connectin Subjected to Repeated Plastic Strain : Part14: Cyclic loading tests on Composite Beams with scallops
    UOZUMI Naomi, TANAKA Tsuyoshi, SUITA Keiichirou, ASAKURA Naoki
    Architectural Institute of Japan, Jun. 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 389 - 392, Japanese
    Scientific journal

  • Deformation capacity evaluation of welded beam-to-column connection subjected to repeated plastic strain : Part13: Damage evaluation by cyclic loading with varing deformation amplitude including effect of weld access hole
    TAKATSUKA Kouhei, SUITA Keiichiro, TANAKA Tsuyoshi, UMEDA Toshihiro
    Architectural Institute of Japan, Jun. 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 385 - 388, Japanese
    Scientific journal

  • 吹田 啓一郎, 田中 剛, 真鍋 義貴, 高塚 康平
    日本建築学会, Jan. 2013, 日本建築学会構造系論文集, 78(689) (689), Japanese
    Scientific journal

  • Shintaro Matsuo, Takuro Oyamada, Ryusuke Ikeda, Tsuyoshi Tanaka
    This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanism is only panel yielding type which is the same as the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. The yield strength of panel is derived from conditions of stress corresponding to when the panel, which is connected by beams in both sides, initially reaches yielding. In order to confirm the applicability of the strength, cyclic loading tests of cruciform subassemblages were conducted. The major findings obtained by the test are summarized as follows: 1) the strength and stiffness of offset panels could be properly evaluated by the proposed formulae, 2) the characteristics of panels have been stable and shown no remarkable deterioration up to large deformation, 3) the assumed collapse mechanisms were in good agreement with the test results.
    Architectural Institute of Japan, 2013, Journal of Structural and Construction Engineering, 78(692) (692), 1823 - 1830, Japanese
    [Refereed]
    Scientific journal

  • Keiichiro Suita, Tsuyoshi Tanaka, Yoshiki Manabe, Kouhei Takatsuka
    This paper presents results of full-scale loading tests of welded moment connections subjected to variable amplitude cyclic loadings. The tests were conducted by two types of loading protocols, i.e. the two different constant amplitudes and the random amplitudes. The deformation capacity of specimens are compared with predicted deformation capacity based on the relationships between crack propagation and number of cycles obtained from the constant amplitude cyclic loading tests. The predicted deformation capacity well corresponds to experimental results by the two different constant amplitude loadings, but for the random amplitude loadings, the modification to consider loadings in the elastic range is needed.
    Architectural Institute of Japan, Dec. 2012, Journal of Structural and Construction Engineering, 77(682) (682), 1951 - 1958, Japanese
    [Refereed]
    Scientific journal

  • Elasto-plastic Behaviour of CHS Column to Beam Connection without Diaphragm Subjected to Two Directions Loading
    NISHIMURA Yuji, Tanaka Tsuyoshi, TAKADA Takeshi
    This paper describes an analytical study on CHS column-to-beam connections without diaphragms. In this type of connections, thickness of columns at the connection area is increased to transfer force from beam flanges. The authors reported the test results and the finite element analyses on the failure mode and the elasto-plastic behaviour of the connections with plane subassemb
    Japanese Society of Steel Construction, Nov. 2012, Proceedings of Constructional Steel, 20, 151 - 158, Japanese
    [Refereed]
    Scientific journal

  • Elasto-Plastic Behavior of Offset Beam-to-Column Connection Panels with Exterior Diaphragms
    OZONO Masaki, MATSUO Shintaro, OYAMADA Takuro, Tanaka Tsuyoshi
    This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on three collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as the standard panel. Others are mechanisms by a combination of yielding in some parts such as panel, exte
    Japanese Society of Steel Construction, Nov. 2012, Proceedings of Constructional Steel, 20, 159 - 166, Japanese
    [Refereed]
    Scientific journal

  • Deformation Capacity of Beams Connected by Using Improved Ceramic End Tabs
    UETA Ryo, Tanaka Tsuyoshi, SATO Yusuke, HAGINO Tsuyoshi, OMURA Shutaro
    When conventional end tabs made of ceramic are used for fabrication of beam-tocolumn welded connections, weld defects of penetration of beam flanges are often observed. Those defects occur at the start point or the end point in the weld first pass. The lower beam flanges with the weld defects for field-welding type often shows poor deformation capacity. Improved ceramic end tab
    Japanese Society of Steel Construction, Nov. 2012, Proceedings of Constructional Steel, 20, 109 - 116, Japanese
    [Refereed]
    Scientific journal

  • Cyclic Loading Tests of Single Angle braces Focusing on Out-of-plane Stiffness of Gusset Plate
    ASADA Hayato, TANAKA Tsuyoshi, TANAKA Hidenor
    May 2012, Proceedings of 10th CUEE, CD - ROM (5 pages), English
    [Refereed]
    International conference proceedings

  • スカラップの有無が変形能力に及ぼす影響－塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力 その２－
    田中 剛
    日本建築学会, Mar. 2012, Journal of Structural and Construction Engineering, 第77巻第673号453頁(673) (673), 453 - 459, Japanese
    [Refereed]
    Scientific journal

  • 吹田 啓一郎, 田中 剛, 佐藤 篤司, 真鍋 義貴, 津嘉田 敬章, 蘇 鐘〓
    日本建築学会, Jan. 2012, 日本建築学会構造系論文集, 77(671) (671), English
    Scientific journal

  • Ayana Ito, Tsuyoshi Tanaka, Mototsugu Tabuchi, Atsuhiro Yamaguchi, Masahiro Matsushita
    This paper describes experimental and analytical studies on square hollow section column to H shaped beam connections stiffened by exterior ring diaphragms. Tensile or compressive tests using by simplified model specimens were carried out to investigate the effect of the connection details. The full plastic strength is obtained by applying limit analysis to the collapse mechanism, which consists of the yield zone on the column wall, on the ring diaphragm and on the beam flange. Further, practical formulae are proposed for predicting the yield strength and the ultimate strength of the connections.
    Oct. 2011, Journal of Structural and Construction Engineering, 76(668) (668), 1855 - 1864, Japanese
    [Refereed]
    Scientific journal

  • Keiichiro Suita, Tsuyoshi Tanaka, Atsushi Sato, Yoshiki Jvianabe, Takaaki Tsukada, Zhongyu Su
    This paper presents results of full-scale cyclic loading tests under constant deformation amplitude conducted to evaluate deformation capacity of welded beam-to-column connection adopted in moment frames. Test specimens are designed and fabricated to investigate the influence of flexural strength of beam end connection. The deformation capacity expressed by the relationships between ductility and cumulative plastic deformation is revealed from test results. The relationships between crack growth at welded joint and strength of connection is evaluated regarding deformation amplitude. The initiation of crack is investigated about distribution of stress and strain obtained from FEM analysis.
    Jun. 2011, Journal of Structural and Construction Engineering, 76(664) (664), 1135 - 1142, Japanese
    [Refereed]
    Scientific journal

  • Shintaro Matsuo, Kazuhiro Saburi, Tsuyoshi Tanaka, Kazuo Inoue
    This paper proposes design procedures that yielding of beams occurs before RHS-column to beam connections stiffened by exterior diaphragms yield. Cyclic loading tests of beam-column subassemblages for interior columns were conducted in order to verify the validity of the proposed design method, and elasto-plastic behaviors of beam-column subassemblages for exterior column or concrete filled tube column were investigated. The test results reveal that the design method is valid. Stiffness of beams with exterior diaphragms can be properly predicted by assuming that beams are connected rigidly to columns. Deformation capacities of specimens whose beams are connected to exterior diaphragms with high-strength bolts are substantially larger than that of the specimen that beam flanges and exterior diaphragms are welded.
    日本建築学会, Feb. 2010, Journal of Structural and Construction Engineering, 75(648) (648), 425 - 433, Japanese
    Scientific journal

  • 薄板鋼板の組立て溶接に関する検討
    Shirahase Shinji, Tanaka Tsuyoshi, Yokoyama Shigekazu, Kodama Shinji
    Nov. 2009, 日本鋼構造協会鋼構造年次論文報告集第17巻, 第17巻, Japanese
    [Refereed]
    Scientific journal

  • ノンダイアフラム形式円形鋼管柱梁接合部の局部破壊
    Tanaka Tsuyoshi, Tabuchi Mototsugu, Takada Takeshi, Shiwaku Toyoaki
    Nov. 2009, 日本鋼構造協会鋼構造年次論文報告集, 17巻, Japanese
    [Refereed]
    Scientific journal

  • ISHII Daigo, TANAKA Tsuyoshi
    This paper describes the bearing strength of concrete filling in a steel column. Single or double tubular column specimens filled with concrete that have mechanical shear keys, were tested under compressive and tensile load. The test results verified that the width to thickness ratio of column influenced on the bearing strength of concrete filling in a steel column, and the influence of number of the mechanical shear keys, embedded depth of the inside column and eccentricity of the inside column were small. Local stress states near the mechanical shear keys were modeled and the yield condition by Mohr-Coulomb applied to the stress state. Based on the model, the equations of evaluating the bearing strength were derived and its validity was confirmed.
    Architectural Institute of Japan, Aug. 2008, J. Struct. Constr. Eng., (630) (630), 1385 - 1391, Japanese

  • Shintaro Matsuo, Tsuyoshi Tanaka, Kazuo Inoue
    In this paper, design formulae of RHS-column to beam connections with exterior diaphragms are proposed for exterior columns, where design formulae mean yield strength and ultimate strength. The authors have presented strength calculation formulae for interior columns, and it is possible to derive strength calculation formulae for exterior columns in the same way. For the perpose of comfirming the validity of the formulae, we performed monotonic tensile loading tests for beam-to-column connections. Major findings from the tests are summarized as follows: (1) the calculated values of the yield strength agreed well with the experimental results, (2) although the calculated values of the ultimate strength were about 45-70% of the experimental results, deformation of column tube walls was not very large.
    日本建築学会, Apr. 2008, Journal of Structural and Construction Engineering, 73(626) (626), 653 - 660, Japanese
    Scientific journal

  • An experimental study on elasto-plastic behavior of RHS-column to beam connections with an exterior diaphragm composed of two steel plates
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    This paper proposes RHS-column to beam connections with an exterior diaphragm composed of two steel plates (hereafter called divided exterior diaphragm). The divided exterior diaphragm is expected to be constructed easier than the conventional connection. First, strength formulae of exterior diaphragms connected to beam flanges with high strength bolts are proposed, and loading tests showed that the calculated values of strength agreed well with the experimental values. Secondary, loading tests were performed in order to examine the elasto-plastic behavior of the divided exterior diaphragm connection. Major findings from the tests are summarized as follows. (1) The elasto-plastic behavior of the divided exterior diaphragm connection is the same as that of the conventional connection. (2) The web plate welded to the divided exterior diaphragm is effective against reduction of slip load and deformation of diaphragm slits.
    社団法人 日本鋼構造協会, 2008, Kou kouzou rombunshuu, 15(59) (59), 87 - 98, Japanese

  • MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    This paper proposes design formulae for RHS-column to beam connections with exterior diaphragms. In Ref. 7), full plastic strength and ultimate strength were obtained by applying plastic analysis to the collapse mechanism, which consists of yield lines on the column tube wall and three yield zones of the exterior diaphragm under uniform strain condition. In this paper, yield strength and ultimate strength are derived based on some informations obtained by plastic analysis. Next, approximate formulae for evaluating the yield strength and the ultimate strength of the connections are proposed in order to make the method proposed above more practical. Finally, the design method of fillet welded connections between the column tube wall and the exterior diaphragms is proposed, too.
    日本建築学会, 2007, Journal of Structural and Construction Engineering (Transactions of AIJ), 72(618) (618), 221 - 228, Japanese

  • TABUCHI Mototsugu, TANAKA Tsuyoshi, NISHIDA Yuzo, KURAMOCHI Mitsugu, NAKANO Toshihiko
    Using YGW18, empirical formulae estimating the tensile strength and the yield strength of the weld metal considered with cooling time and chemical composition are proporsed.
    JAPAN WELDING SOCIETY, Sep. 2006, Preprints of the National Meeting of JWS, 79, 196 - 197, Japanese

  • Empirical Formulae Estimating Strength of Weld Metal Considered with Cooling Time and Chemical Composition of Weld Metal
    NISHIDA YUZO, TABUCHI MOTOTSUGU, TANAKA TSUYOSHI
    Mar. 2006, Steel Construction Engineeringt, 13巻49号(49) (49), 23 - 36, Japanese
    [Refereed]
    Scientific journal

  • MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    This paper addresses the derivation of collapse load of rectangular hollow sections (RHS)-column to beam connections with exterior diaphragm based on the method of plastic analysis. The presented formulae are available for arbitrary shapes of exterior diaphragms, and include the influence of weld details between the diaphragms and the column. In order to verify the validity of the collapse load, tests of the connections were performed. Major findings from the tests are summarized as follows: (1) the yield strength obtained from the tests was about 70 to 80% of the collapse loads, (2) there were 14 to 45% differences between the experimental maximum strength and the calculated maximum strength, (3) the experimental maximum strength of specimens which were expected to fracture in the fillet weld between RHS-column and exterior diaphragm agreed well with the calculated maximum strength, and (4) the assumed collapse mechanisms agreed well with the ultimate states of the connections.
    日本建築学会, 2006, Journal of Structural and Construction Engineering (Transactions of AIJ), 71(606) (606), 225 - 232, Japanese

  • Plastic Deformation Capacity of Beams Connected with Various Cross Section Columns with Steel End Tabs
    IGUCHI TOMOHARU, TABUCHI MOTOTSUGU, TANAKA TSUYOSHI
    Dec. 2005, Steel Construction Engineeringt, 12巻48号, Japanese
    [Refereed]
    Scientific journal

  • Effects of welding on bolt clamping force of Flange-Welded-Web-Bolted connections
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NISHIDA YUZO
    Nov. 2005, Journal of Constructional Steel, 第13巻, pp.207-214, Japanese
    [Refereed]
    Scientific journal

  • 入熱量およびパス間温度が溶接金属の機械的性質に及ぼす影響
    横山 重和, 田渕 基嗣, 田中 剛, 吉村 鉄也, 西田 祐三, 中野 利彦
    Dec. 2004, 鋼構造論文集, Vol.11,№44,15-26, Japanese
    [Refereed]
    Scientific journal

  • 白髪 誠一, 田渕 基嗣, 田中 剛
    In this paper, finite element analysis was carried out to investigate effects of oblique angle penetration and weld metal strength on strength of oblique crossing joint by fillet weld. The results of the analysis explain as follows: 1) Stress condition becomes severe at the obtuse side of welds. 2) When the strength of weld metal is higher than that of base metal yielding area is formed on the line connecting the toe with the root of weld. Limit analysis was applied to estimate the strength of the joint by fillet weld. The results by limit analysis agree with numerical results and test results.
    Architectural Institute of Japan, Nov. 2004, 日本建築学会構造系論文集, №585,199-206(585) (585), 199 - 206, Japanese
    [Refereed]
    Scientific journal

  • 弱軸H型断面柱梁接合部パネルの耐力評価
    難波 尚, 田渕 基嗣, 田中 剛
    Nov. 2004, 鋼構造年次論文報告集, 第12巻,253-260, Japanese
    [Refereed]
    Scientific journal

  • 現場混用接合形式角形鋼管柱梁接合部の高力ボルト接合部における応力伝達に関する研究
    江見 卓郎, 田渕 基嗣, 田中 剛, 難波 尚, 長谷 洋司
    Sep. 2004, 鋼構造論文集, Vol.11 №43 25-40(43) (43), 25 - 40, Japanese
    [Refereed]
    Scientific journal

  • 鋼管柱梁接合部パネルの全塑性耐力の評価
    難波 尚, 田渕 基嗣, 田中 剛
    Jun. 2004, 鋼構造論文集, Vol.11,№42,1-14, Japanese
    [Refereed]
    Scientific journal

  • 難波 尚, 田渕 基嗣, 田中 剛, 北岡 聡
    In this paper, the behaviour on tapered joint panels in RHS column to beam connection is investigated. A series of tests are carried out to investigate the elastic plastic behaviour on tapered joint panels using connection subassembrages subjected to static cyclic lateral load corresponding to seismic loads. The variables of the tests are as follows: (1) configurations of the joint panel, (2) difference between upper column width and lower one, (3) magnitude of axial force in column. Also numerical calculations using elastic plastic finite element method are performed to examine the stress and strain distribution in elastic plastic region. The following results are concluded: 1) The elastic shear rigidity of tapered joint panel is larger than that of non-tapered joint panel which has the same width of upper column in the tapered joint panel, and smaller than that of non-tapered joint panel which has the same width of lower column in the tapered joint panel. 2) The yield shear strength of the tapered joint panels is determined by the upper panel area independent of the difference in width of upper panel and lower panel.
    Architectural Institute of Japan, May 2004, 日本建築学会構造系論文集, №579,95-102(579) (579), 95 - 102, Japanese
    [Refereed]
    Scientific journal

  • 溶接施工条件による通しダイアフラムの変形に関する実験的研究
    横山 重和, 田渕 基嗣, 田中 剛, 難波 尚, 橋本 紘世
    2003, 鋼構造年次論文集, 第11巻673-680, Japanese
    [Refereed]
    Scientific journal

  • Flexural behaviour of H section beam webs connected with hollow section columns
    T Tanaka, M Tabuchi
    Flexural moment transferred from a beam web to a hollow section column depends on diameter-to-thickness ratio of the column, because the stress is transferred by the out-of-plane flexural resistance of the column wall. This paper presents collapse moment of web connections obtained by applying limit analysis. The analytical results are verified through comparison with results by finite element analysis. Further, practical formulae for predicting the strength of web connections is proposed.
    A A BALKEMA PUBLISHERS, 2003, TUBULAR STRUCTURES X, 447-456, 447 - 456, English
    [Refereed]
    International conference proceedings

  • Behaviour of SHS column to beam end plate connection with high strength bolts
    H Namba, M Tabuchi, T Tanaka, T Harada, A Fukuda, K Furumi, T Morita
    The purpose of this study is to investigate the behaviour of SHS column to beam end plate connection with high strength bolts. Direct tensile tests using simplified connections are conducted with varying thickness of columns. Also, finite element analysis (FEA), which have a capability to simulate the detailed behaviour of these connections, bolt cramping characteristic, several contacting interactions and as matter of course non-linear material characteristics, are developed. The verification of FE modelling is conducted by the correspondences of detailed behaviour between tests and FEA results.
    A A BALKEMA PUBLISHERS, 2003, TUBULAR STRUCTURES X, 457-464, 457 - 462, English
    [Refereed]
    International conference proceedings

  • 2方向載荷を受ける増厚形式角形鋼管柱梁接合部の挙動
    田渕 基嗣, 田中 剛, 難波 尚, 森田 隆司, 山本 義徳
    2003, 鋼構造年次論文集, 第11巻615-622, Japanese
    [Refereed]
    Scientific journal

  • 2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動
    米田 直樹, 田渕 基嗣, 田中 剛, 難波 尚, 日浦 博和
    2003, 鋼構造年次論文集, 第11巻607-614, Japanese
    [Refereed]
    Scientific journal

  • SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    In this paper, tensile tests were carried out to investigate strength of oblique crossing joint by fillet weld. The results of macro tests explain that inadequate penetration of fillet weld occurred at the acute side of welds because of the small oblique angle. The results of tensile tests explain as follows ; 1) The failure of joint often occurred at the obtuse side of welds. 2) Failure angle of welds disagrees with the angles of those minimum throat thicknesses. 3) The strength of fillet weld decreases with smaller oblique angle.
    Architectural Institute of Japan, 2001, Journal of Structural and Construction Engineering (Transactions of AIJ), 66(550) (550), 159 - 166, Japanese

  • NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    This paper describes the behavior of joint panels in circular hollow section (CHS) column to beam connections. Eleven connection sub-assemblages were tested to investigate the behavior of joint panels. In addition to the tests, finite element analyses (FEA) were performed to complement the test results. The variables of this study are column diameter to thickness ratio (D/t), aspect ratio of joint panel (H/D) and with/without transverse beam (T.B.). During the test, it has been found, the joint panel with larger D/t ratio (D/f=37,48) failed according to shear buckling, and transverse beam contributes to prevent the buckling. The yield strength of joint panel is predictable by a conventional formula based on the shear flow theorem. Also, the full plastic strength of joint panel gives good agreement to the tests results.
    Architectural Institute of Japan, 1999, Journal of Structural and Construction Engineering (Transactions of AIJ), 64(518) (518), 95 - 102, Japanese

  • SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    In this paper, tensile tests were carried out to investigate elastic-plastic behavior of fillet weld. When the fillet weld size is enough (more than 0.7 times plate thickness), specimens with base metal thickness 12mm failed in base metal. Finite element analyses assuming plane strain state are carried out. Test results can be simulated by the analyses. In the limit analysis based on the slip line fields theory, mechanism of fillet weld assumed as the shear line connecting a root to a toe of fillet weld was derived. Analytical results agree with the test results.
    Architectural Institute of Japan, 1998, Journal of Structural and Construction Engineering (Transactions of AIJ), 63(507) (507), 147 - 154, Japanese

  • FUKUDA Koji, TABUCHI Mototsugu, TANAKA Tsuyoshi, OTAKE Fumiko, TAKADA Keiichi
    Elasto-plastic behavior of RHS column connection with split diaphragms is predicted. The authors supposed the behavior of the connection is the sum of that of diaphragm part and column part. The behavior of diaphragm part is supposed as that of simple support beam consisted with diaphragm and a part of column flange. The behavior of column part is supposed as that of tension beam flange to RHS column without diaphragms obtained from FEM analysis.
    Architectural Institute of Japan, 1998, Journal of Structural and Construction Engineering (Transactions of AIJ), 63(507) (507), 131 - 138, Japanese

  • FUKUDA Koji, TABUCHI Mototsugu, TANAKA Tsuyoshi, OTAKE Fumio, TAKADA Keiichi
    Elasto-plastic behavior of RHS column connection with split diaphragms is predicted. The authors supposed the behavior of the connection is the sum of that of diaphragm part and column part. The behavior of diaphragm part is supposed as that of simple support beam consisted with diaphragm,stiffener on diaphragm and a part of column flange. The behavior of column part is supposed as that of tension beam flange to RHS column without diaphragms obtained from FEW analysis.
    Architectural Institute of Japan, 1997, Journal of Structural and Construction Engineering (Transactions of AIJ), 62(491) (491), 129 - 136, Japanese

  • TANAKA Tsuyoshi, KANATANI Hiroshi, TABUCHI Mototsugu
    The strength of hollow steel spheres used as nodes in tubular space trusses is investigated. In the previous papers [Refs. 1,2 and 3], the authors have reported experimental and analytical studies of the strength of balls without any stiffener subjected to direct uniaxial force from the circular tubes welded to ,the ball. In the practice, as a ball is usually fabricated from two cold-formed hemispheres, the ball has often an interior diaphragm in its equatorial plane for the purpose of easily fabricating as well as reinforcement. Uniaxial compressive tests of the ball joint with/without an interior diaphragm were carried out to investigate the effect of the reinforcement. Method of limit analysis is used to estimate the effect of the reinforcement by the interior diaphragm. Further, a practical formula which is obtained by superposing the diaphragm strength on the ball strength is proposed for predicting the strength of the balls with the interior diaphragm.
    Architectural Institute of Japan, 1995, Journal of Structural and Construction Engineering (Transactions of AIJ), 60(468) (468), 137 - 146, Japanese

■ MISC
  • Effect of Welding Methods for Connecting Columns with Through-diaphragm on Plastic Deformation Capacity of Cold-formed Rectangular HSS Columns
    露木瞭太, 市川優, 浅田勇人, 田中剛, 板谷俊臣, 田渕基嗣
    2025, 鋼構造論文集(Web), 31(124) (124)

  • 1317 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その8 550N/mm2級角形鋼管の曲げ実験計画および溶接施工条件
    佐藤 璃奈, 田中 剛, 浅田 勇人, 濱地 南美, 藤沢 清二, 大庭 諒介, 小関 千尋, 田渕 基嗣
    日本建築学会, Sep. 2020, 材料施工, (2020) (2020), 633 - 634, Japanese

  • 1328 ロボット溶接による冷間成形角形鋼管柱端溶接部の熱伝導解析
    岡本 昌大, 浅田 勇人, 田中 剛, 田渕 基嗣
    日本建築学会, Sep. 2020, 材料施工, (2020) (2020), 655 - 656, Japanese

  • 22601 曲げとせん断を受ける部分溶込み溶接継目の耐力評価 その2 最大耐力の評価
    森 はる奈, 田中 剛, 野田 透子, 浅田 勇人, 畔上 進, 的場 耕
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 1201 - 1202, Japanese

  • 1339 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その2 通しダイアフラムに設けられる円形孔による影響
    北野 真帆, 田中 剛, 浅田 勇人, 坂和 知美
    日本建築学会, Sep. 2020, 材料施工, (2020) (2020), 677 - 678, Japanese

  • 22372 片側または両側床スラブの取り付く合成梁の繰返し載荷実験
    上原 正也, 田中 剛, 浅田 勇人, 山田 哲
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 743 - 744, Japanese

  • 22600 曲げとせん断を受ける部分溶込み溶接継目の耐力評価 その1 極限解析
    野田 透子, 田中 剛, 森 はる奈, 浅田 勇人, 畔上 進, 的場 耕
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 1199 - 1200, Japanese

  • 22529 K形ブレース付き骨組の柱梁耐力比規定に関する解析的検討
    矢橋 健太郎, 浅田 勇人, 田中 剛
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 1057 - 1058, Japanese

  • 22354 耐震性と柱梁母材の再利用性に配慮した鋼構造無溶接接合システム その 6：ティフランジ塑性化スプリットティを用いた架構の剛性評価
    樋口 敦也, 今村 勇貴, 多賀 謙藏, 田中 剛, 浅田 勇人, 吉敷 祥一
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 707 - 708, Japanese

  • 1338 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その1 梁端ウェブのめっき抜き円形孔に発生するめっき割れの影響
    坂和 知美, 田中 剛, 浅田 勇人, 北野 真帆
    日本建築学会, Sep. 2020, 材料施工, (2020) (2020), 675 - 676, Japanese

  • 1318 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その9 550N/mm2級角形鋼管の曲げ実験結果
    濱地 南美, 田中 剛, 浅田 勇人, 藤沢 清二, 大庭 諒介, 小関 千尋, 佐藤 璃奈, 田渕 基嗣
    日本建築学会, Sep. 2020, 材料施工, (2020) (2020), 635 - 636, Japanese

  • 22353 耐震性と柱梁母材の再利用性に配慮した鋼構造無溶接接合システム その5：ティフランジ塑性化スプリットティを用いた架構の繰り返し載荷試験
    今村 勇貴, 樋口 敦也, 多賀 謙蔵, 田中 剛, 浅田 勇人, 吉敷 祥一, 竹島 徹, 梅本 優也
    日本建築学会, Sep. 2020, 構造III, (2020) (2020), 705 - 706, Japanese

  • 乾式接合による合理的な柱梁接合部の形成に関する研究 その１ ティフランジ塑性化スプリットティを用いた架構の繰り返し載荷試験
    今村 勇貴, 樋口 敦也, 多賀 謙蔵, 田中 剛, 浅田 勇人, 吉敷 祥一, 竹島 徹, 梅本 優也
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 481 - 484, Japanese

  • 乾式接合による合理的な柱梁接合部の形成に関する研究 その２ ティフランジ塑性化スプリットティを用いた架構の剛性評価
    樋口 敦也, 今村 勇貴, 多賀 謙藏, 田中 剛, 浅田 勇人, 吉敷 祥一
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 485 - 488, Japanese

  • 曲げとせん断を受ける部分溶込み溶接継目の最大耐力評価
    野田 透子, 田中 剛, 浅田 勇人, 森 はる奈, 畔上 進, 的場 耕
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 453 - 456, Japanese

  • 溶融亜鉛めっきを施される鋼構造建築の柱梁接合部に関する研究 その2 通しダイアフラムに設けられる円形孔による影響
    北野 真帆, 田中 剛, 浅田 勇人, 坂和 知美
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 437 - 440, Japanese

  • 床スラブの形状が合成梁の繰返し弾塑性挙動に与える影響
    上原 正也, 田中 剛, 浅田 勇人, 山田 哲
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 417 - 420, Japanese

  • 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その5 550N/mm2級角形鋼管の曲げ実験
    濱地 南美, 田中 剛, 浅田 勇人, 藤沢 清二, 大庭 諒介, 田渕 基嗣
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 445 - 448, Japanese

  • 溶融亜鉛めっきを施される鋼構造建築の柱梁接合部に関する研究 その1 梁端ウェブのめっき抜き円形孔に発生するめっき割れの影響
    坂和 知美, 田中 剛, 浅田 勇人, 北野 真帆
    日本建築学会, Jun. 2020, 日本建築学会近畿支部研究報告集. 構造系, (60) (60), 433 - 436, Japanese

  • 1583 梁端ウェブ接合部に設けられるめっき抜き円形孔に発生する溶融亜鉛めっき割れに及ぼす諸因子の影響 その1 めっき割れの発生メカニズムと化学成分の影響
    北野 真帆, 浅田 勇人, 田中 剛, 藤原 有希
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1165 - 1166, Japanese

  • 22452 ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その5 ブレース接合部詳細が梁端接合部の挙動に与える影響
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 矢橋 健太郎, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 903 - 904, Japanese

  • 1584 梁端ウェブ接合部に設けられるめっき抜き円形孔に発生する溶融亜鉛めっき割れに及ぼす諸因子の影響 その2 幾何学的形状の影響と各種寸法の推奨値の提案
    藤原 有希, 浅田 勇人, 田中 剛, 北野 真帆
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1167 - 1168, Japanese

  • 1572 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その4 角部の溶接金属強度
    田渕 基嗣, 小関 千尋, 藤沢 清二, 浅田 勇人, 岡本 昌大, 田中 剛, 小泉 好成, 佐藤 璃奈, 大庭 諒介, 松田 穣
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1143 - 1144, Japanese

  • 1573 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その5 柱の曲げ実験計画および溶接施工条件
    大庭 諒介, 田中 剛, 田渕 基嗣, 浅田 勇人, 岡本 昌大, 濱地 南美, 藤沢 清二
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1145 - 1146, Japanese

  • 22634 箱形断面部材を用いた鋼構造建築物柱脚部の塑性変形能力改善手法に関する研究
    髙橋 優大, LEE JOONKWON, 多賀 謙蔵, 浅田 勇人, 田中 剛, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 1267 - 1268, Japanese

  • 22629 基礎梁主筋をU形筋とした側柱埋込み柱脚の耐力評価 その2 終局耐力の推定
    前田 純花, 田中 剛, 浅田 勇人, 平野 公大
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 1257 - 1258, Japanese

  • 1574 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その6 柱の曲げ実験結果
    岡本 昌大, 田中 剛, 田渕 基嗣, 浅田 勇人, 濱地 南美, 藤沢 清二, 大庭 諒介
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1147 - 1148, Japanese

  • 22386 曲げとせん断を受ける隅肉溶接継目の耐力評価 その2 最大耐力の評価
    森 はる奈, 田中 剛, 浅田 勇人, 畔上 進, 的場 耕
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 771 - 772, Japanese

  • 22385 曲げとせん断を受ける隅肉溶接継目の耐力評価 その1 実験
    畔上 進, 田中 剛, 森 はる奈, 浅田 勇人, 的場 耕
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 769 - 770, Japanese

  • 1575 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その7 有限要素数値解析による角部溶接止端の性状
    濱地 南美, 田中 剛, 田渕 基嗣, 浅田 勇人, 岡本 昌大, 藤沢 清二, 大庭 諒介
    日本建築学会, 20 Jul. 2019, 材料施工, (2019) (2019), 1149 - 1150, Japanese

  • 22628 基礎梁主筋をU形筋とした側柱埋込み柱脚の耐力評価 その1 実験因子がU形筋の軸力に与える影響
    平野 公大, 田中 剛, 浅田 勇人, 前田 純花
    日本建築学会, 20 Jul. 2019, 構造III, (2019) (2019), 1255 - 1256, Japanese

  • 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その４ 有限要素解析による角部溶接止端の性状
    濱地 南美, 田中 剛, 田渕 基嗣, 浅田 勇人, 岡本 昌大, 藤沢 清二, 大庭 諒介
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 369 - 372, Japanese

  • 曲げとせん断を受ける隅肉溶接継目の最大耐力評価
    森 はる奈, 田中 剛, 浅田 勇人, 的場 耕
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 353 - 356, Japanese

  • 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その３ 柱の曲げ実験
    岡本 昌大, 田中 剛, 田渕 基嗣, 浅田 勇人, 濱地 南美, 藤沢 清二, 大庭 諒介
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 365 - 368, Japanese

  • 梁端ウェブ接合部に設けられるめっき抜き円形孔に発生する溶融亜鉛めっき割れに与える諸因子の影響
    北野 真帆, 浅田 勇人, 田中 剛, 藤原 有希
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 9 - 12, Japanese

  • 基礎梁をＵ形筋とした側柱埋込み柱脚の耐力評価
    前田 純花, 田中 剛, 浅田 勇人
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 177 - 180, Japanese

  • 箱形断面部材を用いた鋼構造建築物柱脚部の塑性変形能力改善手法に関する研究
    高橋 優大, JOONKWON LEE, 多賀 謙蔵, 浅田 勇人, 田中 剛, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会, Jun. 2019, 日本建築学会近畿支部研究報告集. 構造系, (59) (59), 173 - 176, Japanese

  • 1524 Effects of Weld Defect of Weld Connections between SHS Column and Through-Diaphragm on Plastic Deformation Capacity : Part4 Evaluation of Weld Defect based on CTOD
    TAKAKURA, TANAKA, ASADA, UETA, NAKAZAWA, KAMAKURA
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1047 - 1048, Japanese

  • 22562 Cyclic loading behavior of steel chevron braced frames and bracing connections ASADA Hayato, OKAZAKI Taichiro : Part 2 : Cyclic Loading tests of CHS braces with D/t=18 (Test Program)
    ASADA Hayato, OKAZAKI Taichiro, TANAKA Tsuyoshi, HASHIOKA Shogo
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1123 - 1124, Japanese

  • 22534 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of Tension-only bracing members : Part 5 : Finite Element Analysis on Single Angle Brace
    TANAKA Hidenori, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1067 - 1068, Japanese

  • 22520 Strength of Inclined Fillet Welds
    TANAKA Miasaki, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1039 - 1040, Japanese

  • 22476 Study on the Characteristics of Steel Frame using Hybrid Steel Column with High Strength flange : Part1 The Plan of loading test
    YAMASHITA Reiji, KATO Akihiro, OWADA Shogo, ASADA Hayato, TAGA Kenzo, TANAKA Tsuyoshi
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 951 - 952, Japanese

  • 22477 Study on the Characteristics of Steel Frame using Hybrid Steel Column with High Strength flange : Part2 The results of loading test
    KATO Akihiro, YAMASHITA Reiji, OWADA Shogo, ASADA Hayato, TAGA Kenzo, TANAKA Tsuyoshi
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 953 - 954, Japanese

  • 22563 Cyclic loading behavior of steel chevron braced frames and bracing connections HASHIOKA Shogo, ASADA Hayato : Part 3 : Cyclic loading tests of CHS braces with D/t=18 (Test Results)
    HASHIOKA Shogo, ASADA Hayato, OKAZAKI Taichiro, TANAKA Tsuyoshid
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1125 - 1126, Japanese

  • 22396 Seismic Retrofit on Beam-to-column Connections in Existing Steel Buildings Using Supplemental H-shaped Haunch : part 4: Outline of Loading Tests on Wide Flange Beam-to-RHS Column Connections
    MATOBA Hiroaki, ASADA Hayato, TANAKA Tsuyoshi, YAMADA Satoshi, UEHARA Takuma
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 791 - 792, Japanese

  • 22397 Seismic Retrofit on Beam-to-column Connections in Existing Steel Buildings Using Supplemental H-shaped Haunch : part 5: Discussion on Tests Results and Verification of Seismic Retrofit Effects Using FEA
    UEHARA Takuma, ASADA Hayato, TANAKA Tsuyoshi, YAMADA Satoshi, MATOBA Hiroaki
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 793 - 794, Japanese

  • 22364 Deformation Capacity of Composite Beam under Two-Step Variable Amplitude Loading : Part23: Deformation Capacity Evaluation of Welded Beam-to-column Connection Subjected to Repeated Plastic Strain
    YOSHIMI Nobuyuki, TANAKA Tsuyoshi, ASADA Hayato, UOZUMI Naomi
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 727 - 728, Japanese

  • 22351 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part 15: Criteria of Plastic Deformation Capacity
    FUKUMOTO Yoshiyuki, TANAKA Tsuyoshi, SUITA Keiichiro, TADA Motohide, NISHIMURA Katsuhisa
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 701 - 702, Japanese

  • 22363 Influence of Ductile Fracture by Repeated Plastic Strain on the Performance of a High-rise Building : Deformation capacity evaluation of welded beam-to-column connection subjected to repeated plastic strain part 22
    TAKATSUKA Kouhei, SUITA Keiichiro, TANAKA Tsuyoshi, UMEDA Toshihiro
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 725 - 726, Japanese

  • 22314 Stress Transferring Mechanism of Embedded Column Base to Foundation Beam Connections : Part 4. Influence of Test Parameters
    YAMANO Yuki, TANAKA Tsuyoshi, ASADA Hayato, TOMITANI Yasuaki
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 627 - 628, Japanese

  • 22313 Stress Transferring Mechanism of Embedded Column Base to Foundation Beam Connections : Part 3. Experiment on Outer Column
    TOMITANI Yasuaki, TANAKA Tsuyoshi, ASADA Hayato, YAMANO Yuki
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 625 - 626, Japanese

  • 22350 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part 14: Influence of Various Factor on Plastic Deformation Capacity of Steel Beams
    TANAKA Tsuyoshi, FUKUMOTO Yoshiyuki, SUITA Keiichiro, TADA Motohide, NISHIMURA Katsuhisa
    Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 699 - 700, Japanese

  • 梁にＨ形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 －その４ 角形鋼管柱梁接合部を対象とした実験の概要と設計方針－
    的場 弘晃, 浅田 勇人, 田中 剛, 山田 哲, 上原 拓馬
    日本建築学会, 27 Jun. 2015, 日本建築学会近畿支部研究報告集. 構造系, (55) (55), 393 - 396, Japanese

  • 梁にＨ形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 －その５ 角形鋼管柱梁接合部を対象とした実験の結果と有限要素解析による検証－
    上原 拓馬, 浅田 勇人, 田中 剛, 山田 哲, 的場 弘晃
    日本建築学会, 27 Jun. 2015, 日本建築学会近畿支部研究報告集. 構造系, (55) (55), 397 - 400, Japanese

  • Effects of Weld Defect of Connections between Column and Through-Diaphragm on Plastic Deformation Capacity
    高倉 正幸, 田中 剛, 上田 遼
    日本鋼構造協会, Nov. 2014, 鋼構造年次論文報告集 Proceedings of constructional steel, 22, 680 - 687, Japanese

  • 1510 Effects of Weld Defect of Weld Connections between SHS Column and Through-Diaphragm on Plastic Deformation Capacity - Part3 Effects of Height of Weld Defect -
    TAKAKURA, TANAKA, SATO, NAKAZAWA, KAMAKURA
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1019 - 1020, Japanese

  • 22371 Elasto-Plastic Behaviour of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part5. Strength Estimation on Outside Type and Corner Type of Connections
    UEDA Manabu, TANAKA Tsuyoshi, SEKIGUCHI Takeshi
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 741 - 742, Japanese

  • 22340 Stress Transferring Mechanism of Embedded Column Base to Foundation Beam Connections : Part 1. Influence of Embedded Length ,Beam Depth and Main Bar Ratio of Beam
    YAMAMOTO Shoma, TANAKA Tsuyoshi, ASADA Hayato, TOMITANI Yasuaki
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 679 - 680, Japanese

  • 22373 Study on SHS Column with 780N/mm2 High Strength Steel to Beam Connections Stiffened by Exterior Diaphragms : Part 2 Load-deformation Relationships and Local Strangth
    YOKOI Daisuke, TANAKA Tsuyoshi, ASADA Hayato, KURATA Masashi
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 745 - 746, Japanese

  • 22341 Study on Stress Transferring Mechanism of Embedded Column Base to Foundation Beam Connections : Part 2. Effect of Test Parameters on Stress Transferring Mechanism
    TOMITANI Yasuaki, TANAKA Tsuyoshi, ASADA Hayato, YAMAMOTO Shoma
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 681 - 682, Japanese

  • 22372 Study on SHS Column with 780N/mm^2 High Strength Steel to Beam Connections Stiffened by Exterior Diaphragms : Part 1 Outline of Experiment and Failure Mode
    KURATA Masashi, TANAKA Tsuyoshi, ASADA Hayato, YOKOI Daisuke
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 743 - 744, Japanese

  • 22552 Strength Evaluation on Interface Weld of Gusset plate Connection in Steel Braced Frame Part 1:Test on Braced Frame Subassemblies
    TANAKA Miasaki, ASADA Hayato, TANAKA Tsuyoshi, MAEDA Singo
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1103 - 1104, Japanese

  • 22554 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of Angle Braces with Large-slenderness-ratio Part 3: Outline of Cyclic Loading Tests of Double Angle Braces
    ASADA Hayato, TANAKA Tsuyoshi, TANAKA Hidenori
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1107 - 1108, Japanese

  • 22553 Strength Evaluation on Interface Weld of Gusset plate Connection in Steel Braced Frame Part 2:Finite Element Analysis
    MAEDA Singo, ASADA Hayato, TANAKA Tsuyoshi, TANAKA Misaki
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1105 - 1106, Japanese

  • 22555 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of Angle Braces with Large-slenderness-ratio Part 4: Discussions about Results of Cyclic Loading Tests of Double Angle Braces
    TANAKA Hidenori, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1109 - 1110, Japanese

  • 22472 Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures
    KINOSHITA Yasuhito, ASADA Hayato, OWADA Shogo, TAGA Kenzo, ENDO Chihiro, TNAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 943 - 944, Japanese

  • 22473 Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures
    OWADA Shogo, ASADA Hayato, KINOSHITA Yasuhito, TAGA Kenzo, ENDO Chihiro, TANAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 945 - 946, Japanese

  • 大入力地震動に対する既存鋼構造建築物の補強方法ならびに補強設計法の提案
    豊島憲太, 伊中泰穂, 浅田勇人, 多賀謙藏, 田邉義和, 田中剛, 吹田啓一郎
    Jun. 2014, 日本建築学会近畿支部研究報告集, 構造系(54) (54), 565 - 568, Japanese

  • 2124 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of Angle Braces with Large-slenderness-ratio : Part 2: Cyclic Loading Tests of Double Angle Braces
    TANAKA Hidenori, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 26 May 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 525 - 528, Japanese

  • 2125 Strength Evaluation of Interface Weld of Gusset Plate Connection : Part 1: Loading Tests of Braced frame Subassemblies and FEA
    TANAKA Misaki, ASADA Hayato, TANAKA Tsuyoshi, MAEDA Shingo
    Architectural Institute of Japan, 26 May 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 529 - 532, Japanese

  • 2107 Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures
    OWADA Shogo, KINOSHITA Yasuhito, ENDO Chihiro, ASADA Hayato, TAGA Kenzo, TANAKA Tsuyoshi
    Architectural Institute of Japan, 26 May 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 457 - 460, Japanese

  • 2095 Study on SHS Column with 780N/mm^2 High Strength Steel to Beam Connections Stiffened by Exterior Diaphragms
    YOKOI Daisuke, TANAKA Tsuyoshi, ASADA Hayato
    Architectural Institute of Japan, 26 May 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 409 - 412, Japanese

  • 2096 Study on Stress Transferring Mechanism of Embedded Column Base to Foundation Beam Connections : Part 1. Influence of Embedded Length, Beam Depth and Main Bar Ratio of Beam
    TOMITANI Yasuaki, TANAKA Tsuyoshi, ASADA Hayato, YAMAMOTO Shoma
    Architectural Institute of Japan, 26 May 2014, 日本建築学会近畿支部研究報告集. 構造系, (54) (54), 413 - 416, Japanese

  • 既存超高層建築物の梁端溶接接合部の補強方法に関する研究 その１解析的検討
    伊中泰穂, 豊島憲太, 多賀謙蔵, 田邊義和, 浅田勇人, 田中剛, 吹田啓一郎
    Sep. 2013, 日本建築学会大会学術講演梗概集, C-1(構造III) (構造III), 801 - 802, Japanese

  • 1593 Effects of Weld Defect of Weld Connections between SHS Column and Through-Diaphragm on Plastic Deformation Capacity : Part2 Fracture Modes and Plastic Deformation Capacity
    UETA R., TANAKA T., SATO Y., NAKAZAWA Y., KAMAKURA K., SASAKI Y.
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1185 - 1186, Japanese

  • 1586 Plastic Deformation Capacity of Beam Connected with SHS Column by Using Improved Ceramic End Tabs : Part4. Fracture Modes and Plastic Deformation Capacity
    SATO Yusuke, TANAKA Tsuyoshi, UETA Ryo, HAGINO Tsuyoshi, OMURA Syutaro
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1171 - 1172, Japanese

  • 1592 Effects of Weld Defect of Weld Connections between SHS Column and Through-Diaphragm on Plastic Deformation Capacity : Part1 Tests on Effects of Position of Weld Defect and Loading Direction
    KAMAKURA K., TANAKA T., UETA R., SATO Y., NAKAZAWA Y., SASAKI Y.
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1183 - 1184, Japanese

  • 1585 Plastic Deformation Capacity of Beam Connected with SHS Column by Using Improved Ceramic End Tabs : Part3. Effects of Length of Weld Defects and Direction of Groove
    OMURA Syutaro, TANAKA Tsuyoshi, SATO Yusuke, UETA Ryo, HAGINO Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1169 - 1170, Japanese

  • 22444 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 6. Influence of Longitudinal Bars in Joint Panels on Stress Transferring Mechanism
    TOMITANI Yasuaki, TANAKA Tsuyoshi, ASADA Hayato, YAMAMOTO Shoma
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 887 - 888, Japanese

  • 22443 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 5. Test of T Frames Verying Longitudinal Bars in Joint Panels
    YAMAMOTO Shoma, TANAKA Tsuyoshi, ASADA Hayato, TOMITANI Yasuaki
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 885 - 886, Japanese

  • 22664 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of Braces with Large Slenderness Ratio : Part2: Disscussion on Test Results
    TANAKA Hidenori, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1327 - 1328, Japanese

  • 22667 Investigation of Stress Transfer Mechanism on Interface Welds of Gusset Plate Connected to Beam and Column : Part 1: Linear Analysis
    MAEDA Shingo, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1333 - 1334, Japanese

  • 22663 Effects of Out-of-plane Stiffness of Gusset Plate on Elasto-plastic Behavior of braces with large slenderness ratio : Part1: Outline of Tests
    ASADA Hayato, TANAKA Tsuyoshi, TANAKA Hidenori
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1325 - 1326, Japanese

  • 22687 Seismic Retrofit on Beam-to-Column Connections in Existing Steel Buildings Using Supplemental H-shaped Haunch : Part 1: Cyclic loading tests of steel welded wide flange beam-to-columm connections
    MATOBA Hiroaki, ASADA Hayato, TANAKA Tsuyoshi, YAMADA Satoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 1373 - 1374, Japanese

  • 22409 Elasto-Plastic Behaviour of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part4. Load-Deformation Relationships
    SEKIGUCHI Takeshi, TANAKA Tsuyoshi, UEDA Manabu
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 817 - 818, Japanese

  • 22408 Elasto-Plastic Behaviour of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part3. Cantilever Tests Varying Connection Type
    UEDA Manabu, TANAKA Tsuyoshi, SEKIGUCHI Takeshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 815 - 816, Japanese

  • 22414 Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two H-shaped Beams with Exterior Diaphragms : Part 5 An proposal of beam joints using height adjustment members and loading tests
    MATSUO Shintaro, IKEDA Ryusuke, OYAMADA Takuro, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 827 - 828, Japanese

  • 22413 Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two Hshaped Beams with Exterior Diaphragms : Part4. Discussion on the Test Result
    MOU Ben, MATSUO Shintaro, OYAMADA Takuro, IKEDA Ryusuke, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 825 - 826, English

  • 22412 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part3.Methods of Calculating Strength and the Outline of Loading Test of Interior Beam-Column Joints
    IKEDA Ryusuke, MATSUO Shintaro, OYAMADA Takuro, MOU Ben, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 823 - 824, Japanese

  • 22385 Elasto-Plastic Behaviour of Beam-to-Column Connection Panels with 780N/mm2 High Strength Steel (H-SA700) : Part3. Tests on Beam-to-CHS Column Connection Panels
    YOKOI Daisuke, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 769 - 770, Japanese

  • 既存超高層建築物の梁端溶接接合部の補強方法に関する解析的研究
    伊中泰穂, 豊島憲太, 多賀謙蔵, 田邊義和, 田中剛, 吹田啓一郎
    Jun. 2013, 日本建築学会近畿支部研究報告集, 構造系(53) (53), 397 - 400, Japanese

  • Effects of Weld Defect of Weld Connections between Column and Through-Diaphragm on Plastic Deformation Capacity : Part 1 Tests on Cold Press Formed SHS Column
    UETA R, TANAKA T, SATO Y, NAKAZAWA Y, KAMAKURA K, SASAKI Y
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 377 - 380, Japanese

  • Deformation Capacity Evaluation of Welded Beam-to-column Connection Subjected to Repeated Plastic Strain : Part12: Influences of Weld Access Hole and Cross Section Size of Beam on Deformation Capacity
    UMEDA Toshihiro, SUITA Keiichiro, TANAKA Tsuyoshi, TAKATSUKA Kouhei
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 381 - 384, Japanese

  • Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 3. Effect of Lonitudial Reinforcing bars in Joint Panels
    TOMITANI Yasuaki, TANAKA Tsuyoshi, ASADA Hayato, YAMAMOTO Shoma
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 437 - 440, Japanese

  • Effects of Out-of plane Stiffness of Gusset Plate on Elasto-plastic behavior of Tension-only- bracing : Part 1: Cyclic Loading Tests of Single Angle Braces
    TANAKA Hidenori, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 445 - 448, Japanese

  • Seismic Retrofit on Beam-to-Columm Connections m Existing Steel Buildings Using Supplemental H-shaped Haunch : Part 1 Cyclic loading tests of steel welded wide flange beam-to-columm connections
    MATOBA Hiroaki, ASADA Hayato, TANAKA Tsuyoshi
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 401 - 404, Japanese

  • Plastic Deformation Capacity of Beams Connected with SHS Columns by Using Improved Ceramic End Tabs : Part 2 Effect of length of Weld Defects and Direction of Groove
    SATO Yusuke, TANAKA Tsuyoshi, UETA Ryo, HAGINO Tsuyoshi, OMURA Shutaro
    Architectural Institute of Japan, 24 May 2013, 日本建築学会近畿支部研究報告集. 構造系, (53) (53), 373 - 376, Japanese

  • Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two H-shaped Beams with Exterior Diaphragms(Part 3)Effects of width to thickness ratio on the panel strength and strength estimation
    IKEDA Ryusuke, OYAMADA Takuro, MATSUO Shintaro, TANAKA Tsuyoshi
    Architectural Institute of Japan, Mar. 2013, 日本建築学会研究報告. 九州支部. AIJ Kyushu Chapter architectural research meeting. 日本建築学会九州支部 編, (52) (52), 421 - 424, Japanese

  • 22557 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 4. Strength Evaluation
    YOSHIMATSU Ryohei, TANAKA Tsuyoshi, YAMAMOTO Shoma
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1113 - 1114, Japanese

  • 22556 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 3. Influence of Beam Main Bar Ratio and Stirrup Ratio
    YAMAMOTO Shoma, TANAKA Tsuyoshi, YOSHIMATSU Ryohei
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1111 - 1112, Japanese

  • 1042 Plastic Deformation Capacity of Beams Connected with SHS Columns by Using Improved Ceramic End Tabs : Part 1. Tests on Effects of Type of End Tabs and Weld Defects
    OMURA Shutaro, TANAKA Tsuyoshi, SATO Yusuke, UETA Ryo, HAGINO Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 83 - 84, Japanese

  • 1041 Effects ofWeld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 3. Tests on Effects of Weld Strength
    UETA R., TANAKA T., SUITA K., SATO Y., YAMANE M., NAKAZAWA Y.
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 81 - 82, Japanese

  • 1043 Plastic Deformation Capacity of Beams Connected with SHS Columns by Using Improved Ceramic End Tabs : Part 2. Plastic Deformation Capacity and Discussion by Finite Element Analysis
    SATO Yusuke, TANAKA Tsuyoshi, UETA Ryo, HAGINO Tsuyoshi, OMURA Shutaro
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 85 - 86, Japanese

  • 22618 Elasto-Plastic Behaviour of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part 2. Strength Estimation by Limit Analysis
    MIYOSHI Seiji, TANAKA Tsuyoshi, UEDA Manabu
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1235 - 1236, Japanese

  • 22621 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part1. A Method of Calculating Strength and the Outline of Loading Tests of Interior Beam-Column Joints
    MATSUO Shintaro, OZONO Masaki, OYAMADA Takuro, KUBOTERA Hiroaki, TANAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1241 - 1242, Japanese

  • 22617 Elasto-Plastic Behaviour of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part 1. Cantilever Column Tests
    UEDA Manabu, TANAKA Tsuyoshi, MIYOSHI Seiji
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1233 - 1234, Japanese

  • 22628 Elasto-Plastic Behaviour of Beam-to-Column Connection Panels with 780N/mm^2 High Strength Steel (H-SA700) : Part 2. Fracture Modes and Shear Strength of Panels
    TANAKA Tsuyoshi, FUJISAWA Kazuyoshi
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1255 - 1256, Japanese

  • 22622 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part2. The results of Loading Tests
    OZONO Masaki, MATSUO Shintaro, OYAMADA Takuro, KUBOTERA Hiroaki, TANAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1243 - 1244, Japanese

  • 22627 Elasto-Plastic Behaviour of Beam-to-Column Connection Panels with 780N/mm^2 High Strength Steel (H-SA700) : Part 1. Test on Effects of Colimn Section Shape and Strength of Weld
    FUJISAWA Kazuyoshi, TANAKA Tsuyoshi
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1253 - 1254, Japanese

  • 22605 Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : Part9:The crack propagation and deformation capacity of beam-to-column connection by random variable amplitude loading predicted by long-period ground motion
    MANABE Yoshiki, SUITA Keiichiro, TANAKA Tsuyoshi, TAKATSUKA Kouhei
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012(0) (0), 1209 - 1210, Japanese

  • 22606 Influence of Composited Slab : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 10
    ASAKURA Naoki, TANAKA Tsuyoshi, SUITA Keiichirou, TSUKADA Takaaki, UETA Ryo
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012(0) (0), 1211 - 1212, Japanese

  • 22607 Influence of Composited Slab on Strain Distribution of Beam Flanges : Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain, Part 11
    TSUKADA Takaaki, TANAKA Tsuyoshi, SUITA Keiichirou, ASAKURA Naoki, UETA Ryo
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012(0) (0), 1213 - 1214, Japanese

  • 22608 Influence of Difference of Cross Section of Beam on Deformation Capacity : Deformation Capacity Evaluation of Welded Beam-to-Column Connecion Subjected to Repeated Plastic Strain part12
    TAKATSUKA Kouhei, SUITA Keiichiro, TANAKA Tsuyoshi, MANABE Yoshiki
    Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012(0) (0), 1215 - 1216, Japanese

  • 2124 Elasto-Plastic Behaviour of Beam-to-Column Connection Panels with 780N/mm^2 High Strength Steel (H-SA700)
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集. 構造系, (52) (52), 493 - 496, Japanese

  • 2111 Plastic Deformation Capacity of Beams Connected with SHS Columns by Using Improved Ceramic End Tabs : Part 1. Effect of Type of End Tabs and Weld Defects
    SATO Yusuke, TANAKA Tsuyoshi, UETA Ryo, HAGINO Tsuyoshi, OMURA Shutaro
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集. 構造系, (52) (52), 441 - 444, Japanese

  • 2121 Study on SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part 1. Cantilever Column Test
    UEDA Manabu, TANAKA Tsuyoshi, MIYOSHI Seiji
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集. 構造系, (52) (52), 481 - 484, Japanese

  • 2127 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 2. Influence of Beam Main Bar Ratio and Stirrup Ratio
    YAMAMOTO Shoma, TANAKA Tsuyoshi, YOSHIMATSU Ryohei
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集. 構造系, (52) (52), 505 - 508, Japanese

  • 2122 Study on SHS Column-to-Beam Connections with Considerbly Unequal Width Columns : Part 2. Strength Estimation by Limit Analysis
    MIYOSHI Seiji, TANAKA Tsuyoshi, UEDA Manabu
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集. 構造系, (52) (52), 485 - 488, Japanese

  • 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力 : その8 長周期地震動による応答を模したランダム載荷による亀裂進展と変形能力
    真鍋義貴, 吹田 啓一郎, 田中剛, 高塚 康平
    25 May 2012, 日本建築学会近畿支部研究報告集, 構造系(52) (52), 445 - 448, Japanese

  • 2110 Effects of Weld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 2 Tests on Effects of Weld Strength
    UETA R., TANAKA T., SUITA K., SATO Y., YAMANE M., NAKAZAWA Y.
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集, 構造系(52) (52), 437 - 440, Japanese

  • 2113 Deformation Capacity Evaluation of Welded Beam to Column Connectin Subjected to Repeated Plastic Strain : Part9 Influence of Composited Slab
    ASAKURA Naoki, TANAKA Tsuyoshi, SUITA Keiichirou, TSUKADA Takaaki, UETA Ryo
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集, 構造系(52) (52), 449 - 452, Japanese

  • 2114 Deformation Capacity Evaluation of Welded Beam to Column Connectin Subjected to Repeated Plastic Strain : Part10 Influence of Composited Slab on Strain Distribution of Beam Flanges
    TSUKADA Takaaki, TANAKA Tsuyoshi, SUITA Keiichirou, ASAKURA Naoki, UETA Ryo
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集, 構造系(52) (52), 453 - 456, Japanese

  • 2115 Deformation Capacity Evaluation of Welded Beam-to-column Connection Subjected to Repeated Plastic Strain : part8 Influence of Difference of Cross Section of Beam on Deformation Capacity
    TAKATSUKA Kouhei, SUITA Keiichirou, TANAKA Tsuyoshi, MANABE Yoshiki
    Architectural Institute of Japan, 25 May 2012, 日本建築学会近畿支部研究報告集, 構造系(52) (52), 457 - 460, Japanese

  • 265 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part2. Loading Tests of Interior Beam-Column Joints
    OZONO Masaki, OYAMADA Takuro, MATSUO Shintaro, TANAKA Tsuyoshi, KUBOTERA Hiroaki
    Architectural Institute of Japan, 01 Mar. 2012, 日本建築学会研究報告. 九州支部. 1, 構造系, (51) (51), 481 - 484, Japanese

  • 264 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-column and two H-shaped Baems with Exterior Diaphragms : Part 1. A Method of Calculating Strength and Influence of Parameters on Panel Strength
    OYAMADA Takuro, OZONO Masaki, MATSUO Shintaro, TANAKA Tsuyoshi
    Architectural Institute of Japan, 01 Mar. 2012, 日本建築学会研究報告. 九州支部. 1, 構造系, (51) (51), 477 - 480, Japanese

  • 22471 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part 1. Test Plan and Failure Mode
    KOYA Yuuki, TANAKA Tsuyoshi, YOSHIMATSU Ryohei
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 941 - 942, Japanese

  • 22472 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections / Part 2. Load-Deformation Relationships and Stress Transferring Mechanism
    YOSHIMATSU Ryohei, TANAKA Tsuyoshi, KOYA Yuuki
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 943 - 944, Japanese

  • 22549 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 6. Behaviour of Strain on Stress Concentration Point
    NISHIMURA Yuji, TANAKA Tsuyoshi, TABUCHI Mototsugu, TAKADA Takeshi, OHKUMA Ryosuke
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 1097 - 1098, Japanese

  • 22547 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 4. Subassemblages Test Varying Panel Shear Strength to Beam Flexural Strength Ratio
    OHKUMA Ryosuke, TANAKA Tsuyoshi, TABUCHI Mototsugu, TAKADA Takeshi, NISHIMURA Yuji
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 1093 - 1094, Japanese

  • 22548 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 5. Local Deformation and Panel Shear Deformation
    TAKADA Takeshi, TANAKA Tsuyoshi, TABUCHI Mototsugu, OHKUMA Ryosuke, NISHIMURA Yuji
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 1095 - 1096, Japanese

  • 22543 Flexural Strength of Through Diaphragms used in SHS Column-to-Beam Connections with Unequal Width Columns : Part 1. Cantilever Column Test on Inner, Outer and Corner Column Type
    TERASHIMA Masao, TANAKA Tsuyoshi, TABUCHI Mototsugu, MIYOSHI Seiji
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 1085 - 1086, Japanese

  • 22544 Flexural Strength of Through Diaphragms used in SHS Column-to-Beam Connections with Unequal Width Columns : Part 2. Strength Estimation by Limit Analysis
    MIYOSHI Seiji, TANAKA Tsuyoshi, TABUCHI Mototsugu, TERASHIMA Masao
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2011, 1087 - 1088, Japanese

  • 23303 Performance Conformation Test of Post-installed Reinforcing Bar of Strengthened Beam by Increasing Section : Part2. Results
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, OKUYAMA Takanari, UNO Ryoma
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2011, 631 - 632, Japanese

  • 23302 Performance Conformation Test of Post-installed Reinforcing Bar of Strengthened Beam by Increasing Section : Part 1. Test
    UNO Ryoma, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, OKUYAMA Takanori, HOJO Toshio
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2011, 629 - 630, Japanese

  • 1517 Effects of Weld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 1 Tests on Effects of Groove Type and Position of Weld Defect
    TANAKA T., UETA R., SUITA K., TSUKADA T., YAMANE M., NAKAZAWA Y.
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, A(材料施工) (材料施工), 1033 - 1034, Japanese

  • 1518 Effects of Weld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 2 Fracture Modes and Plastic Deformation Capacity
    UETA R., TANAKA T., SUITA K., TSUKADA T., YAMANE M., NAKAZAWA Y.
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, A(材料施工) (材料施工), 1035 - 1036, Japanese

  • 22346 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part6 : Proposal of Steel Building Design Method
    NISHIMURA Katsuhisa, TAGA Kenzo, FUKUMOTO Yoshiyuki, TANAKA Yoshikazu, SUITA Keiichiro, TADA Motohide, TANAKA Tsuyoshi, MUKAIDE Seiji
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 691 - 692, Japanese

  • 22347 Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part7 : Study on Steel Building
    HORIMOTO Akinobu, NISHIMURA Katsuhisa, TAGA Kenzo, SUITA Keiichiro, TADA Motohide, TANAKA Tsuyoshi, MUKAIDE Seiji, TSUKAGOSHI Haruo
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 693 - 694, Japanese

  • 22517 Test Results and crack propagation characteristics of strong type moment connection : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part4
    SUITA Keiichiro, MANABE Yoshiki, SATO Atsushi, TSUKADA Takaaki, TANAKA Tsuyoshi, SU Zhongyu
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 1033 - 1034, Japanese

  • 22518 Influence of weld access hole on deformation capacity of moment connection with SN490 steel beams : Deformation capacity evaluation of welded beam-to-column connection subjected to repeated plastic strain, Part6
    TAKATSUKA Kohei, SUITA Keiichiro, TANAKA Tsuyoshi, MANABE Yoshiki
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 1035 - 1036, Japanese

  • 22519 Effect of two-step variable amplitude loading on deformation capacity and crack propagation : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part7
    MANABE Yoshiki, SUITA Keiichiro, TANAKA Tsuyoshi, TAKATSUKA Kohei
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 1037 - 1038, Japanese

  • 22520 Influence of End Tab Type and Welding Condition : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part 8
    TSUKADA Takaaki, TANAKA Tsuyoshi, SUITA Keiichiro, UETA Ryo
    Architectural Institute of Japan, 20 Jul. 2011, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 1039 - 1040, Japanese

  • Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : Part 8 The crack propagation and deformation capacity of beam-to-column connection by random variable amplitude loading predicted by long-period ground motion
    真鍋 義貴, 吹田 啓一郎, 田中 剛, 高塚 康平
    一般社団法人日本建築学会, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 445 - 448, Japanese

  • Deformation Capacity Evaluation of Welded Beam to Column Connectin Subjected to Repeated Plastic Strain : Part 10 Influence of Composited Slab on Strain Distribution of Beam Flanges
    津嘉田 敬章, 田中 剛, 吹田 啓一郎, 朝倉 直毅, 上田 遼
    一般社団法人日本建築学会, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 453 - 456, Japanese

  • Effects of Weld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 2 Tests on Effects of Weld Strength
    上田 遼, 田中 剛, 吹田 啓一郎, 佐藤 勇介, 山根 正寛, 中澤 好道
    一般社団法人日本建築学会, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 437 - 440, Japanese

  • Deformation Capacity Evaluation of Welded Beam-to-column Connection Subjected to Repeated Plastic Strain : part 8 Influence of Difference of Cross Section of Beam on Deformation Capacity
    高塚 康平, 吹田 啓一郎, 田中 剛, 真鍋 義貴
    一般社団法人日本建築学会, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 457 - 460, Japanese

  • Deformation Capacity Evaluation of Welded Beam to Column Connectin Subjected to Repeated Plastic Strain : Part 9 Influence of Composited Slab
    朝倉 直毅, 田中 剛, 吹田 啓一郎, 津嘉田 敬章, 上田 遼
    一般社団法人日本建築学会, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 449 - 452, Japanese

  • 2072 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Part 4. Estimation of Strength for Eccentric Beam Type
    ITO A., TANAKA T., TABUCHI M., IKOMA K., MATSUSHITA M.
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 285 - 288, Japanese

  • 2069 Elasto-Plastic Behaviour of CHS Column to Beam Connections without Diaphragm : Part 4. Behaviour of Strain on Stress Concentration Point
    NISHIMURA Yuji, TANAKA Tsuyoshi, TABUCHI Mototsugu, TAKADA Takeshi, OHKUMA Ryosuke
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 273 - 276, Japanese

  • 2076 Study on Stress Transferring Mechanism of Exposed Column Base to Foundation Beam Connections : Part1. Influence of Loading Type, Embedded Length of Anchor Bolt and Reinforcement of Connection
    YOSHIMATSU Ryouhei, TANAKA Tsuyoshi, KOYA Yuki
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 301 - 304, Japanese

  • 2088 Performance Conformation Test of Post-installed Reinforcing Bar of Strengthened Beam by Increasing Section
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, OKUYAMA Takanori
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 349 - 352, Japanese

  • 2068 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 3. Influence of Shear Deformation of Joint Panel
    TAKADA Takeshi, TANAKA Tsuyoshi, TABUCHI Mototsugu, OHKUMA Ryosuke, NISHIMURA Yuji
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 269 - 272, Japanese

  • 2071 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Part 3. Simplified Model Test for Eccentric Beam Type
    IKOMA K., TANAKA T., TABUCHI M., ITO A., MATSUSHITA M.
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集. 構造系, (51) (51), 281 - 284, Japanese

  • 2065 Deformation Capacity Evaluation of Welded Beam to Column Connection Subjected to Repeated Plastic Strain : Part7:Influence of End Tab Type and Welding Condition
    TSUKADA Takaaki, TANAKA Tsuyoshi, SUITA Keiichirou, UETA Ryo
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集, 構造系(51) (51), 257 - 260, Japanese

  • 2064 Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : Part6:The effect of two-step variable amplitude loading to deformation capacity and crack growth
    MANABE Yoshiki, SUITA Keiichiro, TANAKA Tsuyoshi, TAKATSUKA Kohei
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集, 構造系(51) (51), 253 - 256, Japanese

  • 2063 Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : part5:Influence of weld access hole on deformation capacity
    TAKATSUKA Kohei, SUITA Keiichiro, TANAKA Tsuyoshi, MANABE Yoshiki
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集, 構造系(51) (51), 249 - 252, Japanese

  • 2067 Effects of Weld Defect of Beam-to-Column Weld Connections on Plastic Deformation Capacity : Part 1 Tests on Effects of Groove Type and Position of Weld Defect
    UETA R., TANAKA T., SUITA K., TSUKADA T., YAMANE M., NAKAZAWA Y.
    Architectural Institute of Japan, 25 May 2011, 日本建築学会近畿支部研究報告集, 構造系(51) (51), 265 - 268, Japanese

  • 22380 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 2. Test Results of Connection by Using Subassemblages
    TAKADA Takeshi, TANAKA Tsuyoshi, TABUCHI Mototsugu, SHIWAKU Toyoaki, OHKUMA Ryosuke, NISHIMURA Yuji
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 759 - 760, Japanese

  • 22373 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 1. Simplified Model Test
    MATSUSHITA Masahiro, TANAKA Tsuyoshi, TABUCHI Mototsugu, YAMAGUCHI Atsuhiro, ITO Ayana, SHIWAKU Toyoaki
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 745 - 746, Japanese

  • 22375 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 3. Limit Analysis
    ITO Ayana, TANAKA Tsuyoshi, TABUCHI Mototsugu, YAMAGUCHI Atsuhiro, MATSUSHITA Masahiro, SHIWAKU Toyoaki
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 749 - 750, Japanese

  • 22379 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 1. Test on Connection by Using Subassemblages
    OHKUMA Ryosuke, TANAKA Tsuyoshi, TABUCHI Mototsugu, SHIWAKU Toyoaki, TAKADA Takeshi, NISHIMURA Yuji
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 757 - 758, Japanese

  • 22374 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 2. Test Results
    YAMAGUCHI Atsuhiro, TANAKA Tsuyoshi, TABUCHI Mototsugu, ITO Ayana, MATSUSHITA Masahiro, SHIWAKU Toyoaki
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 747 - 748, Japanese

  • 22381 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 3. Discussion of Failure mode
    NISHIMURA Yuji, TANAKA Tsuyoshi, TABUCHI Mototsugu, SHIWAKU Toyoaki, TAKADA Takeshi, OHKUMA Ryosuke
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 761 - 762, Japanese

  • 22376 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Prat 4. Estimation of Strength
    TANAKA Tsuyoshi, TABUCHI Mototsugu, YAMAGUCHI Atsuhiro, ITO Ayana, MATSUSHITA Masahiro, SHIWAKU Toyoaki
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2010, 751 - 752, Japanese

  • 23194 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Tests for Beam to Column Connection Part1. Test
    KOYA Yuki, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, HOJO Toshio
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2010, 413 - 414, Japanese

  • 23195 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Tests for Beam to Column Connection Part2. Results
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, KOYA Yuki
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2010, 415 - 416, Japanese

  • 1582 Study on Design, Procedure and Proof for the Welding Joints on Thinner Steel-plates : Part 19 Examination of weldable temperature
    SHIRAHASE Shinji, TANAKA Tsuyoshi, YOKOYAMA Shigekazu, MATSUMOTO Yuka, KODAMA Shinji
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2010, 1163 - 1164, Japanese

  • 22386 Influence of flexual strength of beam web connections on strain distribution of beam flanges : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part5
    TSUKADA Takaaki, TANAKA Tsuyoshi, MANABE Yoshiki, SUITA Keiichiro, SATO Atsushi, SU Zhongyu
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 771 - 772, Japanese

  • 22385 Outline of Experiments on effect of web joint strength : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part1
    SUITA Keiichiro, MANABE Yoshiki, SATO Atsushi, TUKADA Takaaki, TANAKA Tuyoshi, SU Zhongyu
    Architectural Institute of Japan, 20 Jul. 2010, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 769 - 770, Japanese

  • Evaluation of strength for column-to-column joint by filling with mortar for steel members: study on structural behavior of connection by filling the joint with concrete for steel members (part 3)
    石井 大吾, 寺田 岳彦, 田中 剛
    日本建築学会, Jul. 2010, Journal of structural and construction engineering, 75(653) (653), 1401 - 1410, Japanese

  • 2055 Elasto-Plastic Behaviour of CHS Column to Beam Connections without Diaphragm : Part 2. Discussion of Failure mode
    NISHIMURA Y., TANAKA T., TABUCHI M., SHIWAKU T., TAKADA T., OKUMA R.
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集. 構造系, (50) (50), 217 - 220, Japanese

  • 2052 Elasto-Plastic Behaviour of SHS Column to Beam Connections Stiffened by Exterior Ring Diaphragms : Part 1. Simplified Model Test
    YAMAGUCHI A., TANAKA T., TABUCHI M., ITO A., MATSUSHITA M., SHIWAKU T.
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集. 構造系, (50) (50), 205 - 208, Japanese

  • 2054 Elasto-Plastic Behaviour of CHS Column to Beam Connection without Diaphragm : Part 1. Test on Connection by Using Subassemblage
    OHKUMA Ryosuke, TANAKA Tsuyoshi, TABUCHI Mototsugu, SHIWAKU Toyoaki, TAKADA Takeshi, NISHIMURA Yuji
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集. 構造系, (50) (50), 213 - 216, Japanese

  • 2099 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part 3 Beam-Column joints Test
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, KOYA Yuuki
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集. 構造系, (50) (50), 393 - 396, Japanese

  • 2045 Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : Part1:Strong column frange and crack growth characteristics
    MANABE Yoshiki, SUITA Keiichiro, SATO Atsushi, TUKADA Takaaki, TANAKA Tuyoshi
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集, 構造系(50) (50), 177 - 180, Japanese

  • 2046 Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : Part4:Influence of Strength of beam web on Strain Concentration
    TSUKADA Takaaki, TANAKA Tsuyoshi, SUITA Keiichirou, MANABE Yoshiki, SATO Atsushi
    Architectural Institute of Japan, 25 May 2010, 日本建築学会近畿支部研究報告集, 構造系(50) (50), 181 - 184, Japanese

  • 22527 A Study on Column-Beam Connection without Continuity Plates : Part1. Derivation of Collapse Load
    KITAOKA Satoshi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, FUKUDA Koji, SUZUKI Itaru
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1053 - 1054, Japanese

  • 22542 Evaluation of Strength for Beam to Column Connection applied the "Ring-Panel" Connection method : Part.2 Stress Transfer Mechanism by Compressive Strut and Evaluation of Strength for Connection
    TERADA Takehiko, ISHII Daigo, TANAKA Tsuyoshi
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1083 - 1084, Japanese

  • 22525 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Test Results and Discussion
    MATSUO Shintaro, SABURI Kazuhiro, KUSHIMA Soichiro, TANAKA Tsuyoshi, INOUE KAZUO
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1049 - 1050, Japanese

  • 22541 Evaluation of Strength for Beam to Column Connection applied the "Ring-Panel" Connection method : Part.1 Stress Transfer Mechanism by Prying Action
    ISHII Daigo, TERADA Takehiko, TANAKA Tsuyoshi
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1081 - 1082, Japanese

  • 22523 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 1 Design Method of Connections
    SABURI Kazuhiro, MATSUO Shintaro, KUSHIMA Soichiro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1045 - 1046, Japanese

  • 22524 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Plan of Experiment and Hysteresis Behavior
    KUSHIMA Soichiro, MATSUO Shintaro, SABURI Kazuhiro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1047 - 1048, Japanese

  • 22515 Behaviour on Joint Panel in RHS Column to Beam Conections with High Yield Ratio Steel
    FUJIOKA Masatoshi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, YAMAGUCHI Tanemi, TAKEUCHI Ichiro
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1029 - 1030, Japanese

  • 22528 A Study on Column-Beam Connection without Continuity Plates : Part2. Tention Test
    SUZUKI Itaru, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, FUKUDA Koji, KITAOKA Satoshi
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2009, 1055 - 1056, Japanese

  • 23340 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part3. Bending Tests
    OKUYAMA Takanori, HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2009, 701 - 702, Japanese

  • 23341 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part4. Results of Bending Tests
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, OKUYAMA Takanori
    Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2009, 703 - 704, Japanese

  • 2060 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part 2 Bending Test
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, OKUYAMA Takanori
    Architectural Institute of Japan, 22 May 2009, 日本建築学会近畿支部研究報告集. 構造系, (49) (49), 237 - 240, Japanese

  • 2108 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 1 Design Method and Plan of Experiment
    SABURI Kazuhiro, MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 22 May 2009, 日本建築学会近畿支部研究報告集. 構造系, (49) (49), 429 - 432, Japanese

  • 2109 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Test Results and Discussion
    MATSUO Shintaro, SABURI Kazuhiro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 22 May 2009, 日本建築学会近畿支部研究報告集. 構造系, (49) (49), 433 - 436, Japanese

  • 22603 Effects of Joint Type of Non-Through Beams in Connections Composed of RC Columns and Steel Beams on Elasto-Plastic Behavior : Parrt 2: Evaluation of Structural Performance
    ISHII Daigo, TABUCHI Mototsugu, TANAKA Tsuyoshi, YAMAGUCHI Atsuhiro
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1205 - 1206, Japanese

  • 22602 Effects of Joint Type of Non-Through Beams in Connections Composed of RC Column and Steel Beam on Elasto-Plastic Behavior : Part 1: Outline of Test
    YAMAGUCHI Atsuhiro, TABUCHI Mototsugu, TANAKA Tsuyoshi, ISHII Daigo
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1203 - 1204, Japanese

  • 23184 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part 1. Bending-Shear Tests
    HOJO Toshio, TANAKA Tsuyoshi, TABUCHI Mototsugu, MORI Kouji, SUN Yuping, TANIGUCHI Takahiro
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2008, 417 - 418, Japanese

  • 22508 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 7: Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1015 - 1016, Japanese

  • 22511 Flexural Strength of Through Diaphragms used in SHS Column-to-Beam Connections with Unequal Width Columns
    TERASHIMA Masao, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1021 - 1022, Japanese

  • 23185 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part 2. Results of Bending-Shear Tests
    TANIGUCHI Takahiro, TANAKA Tsuyoshi, TABUCHI Mototsugu, MORI Kouji, SUN Yuping, HOJO Toshio
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2008, 419 - 420, Japanese

  • 22533 Behavior of Reinforced Concrete Member-to-Steel Member Connection with Post-Installed Anchors : Part 4. Effects of Aspect Ratio: Experiment
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, MURAI Eiichi
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1065 - 1066, Japanese

  • 22534 Behavior of Reinforced Concrete Member-to-Steel Member Connection with Post-Installed Anchors : Part 5. Effects of Aspect Ratio: Estimation of Strengeth
    MURAI Eiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi, KATAOKA Tatsuro
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1067 - 1068, Japanese

  • 22504 Effects of Position of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part 11. Fracture Mode and Deformation Capacity
    TANAKA Tsuyoshi, TABUCHI Mototsugu, OHKITA Yoshiyuki
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1007 - 1008, Japanese

  • 22503 Effects of Position of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part 10. Effects of Position of Weld Defect
    TABUCHI Mototsugu, TANAKA Tsuyoshi, OHKITA Yoshiyuki
    Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2008, 1005 - 1006, Japanese

  • 2100 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 23 May 2008, 日本建築学会近畿支部研究報告集. 構造系, (48) (48), 397 - 400, Japanese

  • 2104 Behavior of Reinforced Concrete Member-to-Steel Member Connection with Post-Installed Anchors : Part3 Effects of Aspect Ratio
    MURAI Eiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 23 May 2008, 日本建築学会近畿支部研究報告集. 構造系, (48) (48), 413 - 416, Japanese

  • 2062 Study on Reinforcement for RC Beams Used in Existing Foundation Structure : Part 1 Bending-Shear Test
    HOJO Toshio, TABUCHI Mototsugu, SUN Yuping, TANAKA Tsuyoshi, MORI Kouji, TANIGUCHI Takahiro
    Architectural Institute of Japan, 23 May 2008, 日本建築学会近畿支部研究報告集. 構造系, (48) (48), 245 - 248, Japanese

  • 2095 Effectts of Position of Weld Defect for Beam-to-Column Weld Connections on Plastic Deformation Capacity
    TANAKA Tsuyoshi, TABUCHI Mototsugu, OHKITA Yoshiyuki
    Architectural Institute of Japan, 23 May 2008, 日本建築学会近畿支部研究報告集. 構造系, (48) (48), 377 - 380, Japanese

  • 2069 Effects of Joint Type of Non-Through Beams in Connections Composed of RC Columns and Steel Beams on Elasto-Plastic Behavior
    YAMAGUCHI Atsuhiro, TABUCHI Mototsugu, TANAKA Tuyosi, ISI Daigo
    Architectural Institute of Japan, 23 May 2008, 日本建築学会近畿支部研究報告集. 構造系, (48) (48), 273 - 276, Japanese

  • 22415 Behavior of Reinforced Concrete Member -to- Steel Member Connection with Post-Installed Anchors : Part 2 Experimental result
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, MURAI Eiichi
    Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 829 - 830, Japanese

  • 22416 Behavior of Reinforced Concrete Member -to- Steel Member Connection with Post-Installed Anchors : Part 3 Estimation of Strengeth
    TANAKA Tsuyoshi, TABUCHI Mototsugu, KATAOKA Tatsuro, MURAI Eiichi
    Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 831 - 832, Japanese

  • 22414 Behavior of Reinforced Concrete Member -to- Steel Member Connection with Post-Installed Anchors : Part 1 Test
    MURAI Eiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi, KATAOKA Tatsuro
    Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 827 - 828, Japanese

  • 22399 Tensile Strength of Exterior Diaphragm connected to Circular Steel Tube Column
    KIMURA Kei, MATSUO Shintaro, TANAKA Tsuyoshi, SUITA Keiichiro, INE Tatsuhiko, INOUE Kazuo
    Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 797 - 798, Japanese

  • 22400 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 6:Tensile Test for Perimeter Column Type
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2007, 799 - 800, Japanese

  • 2032 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 3 Strength Formulae and Tensile Test for Perimeter Column Type
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 22 May 2007, 日本建築学会近畿支部研究報告集. 構造系, (47) (47), 125 - 128, Japanese

  • 2042 Behavior of Reinforced Concrete Member -to- Steel Member Connection with Post-Installed Anchors : Part 1 Test
    MURAI Eiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi, KATAOKA Tatsuro
    Architectural Institute of Japan, 22 May 2007, 日本建築学会近畿支部研究報告集. 構造系, (47) (47), 165 - 168, Japanese

  • 2043 Behavior of Reinforced Concrete Member -to- Steel Member Connection with Post-Installed Anchors : Part 2 Estimation of Strength
    TANAKA Tsuyoshi, TABUCHI Mototsugu, KATAOKA Tatsuro, MURAI Eiichi
    Architectural Institute of Japan, 22 May 2007, 日本建築学会近畿支部研究報告集. 構造系, (47) (47), 169 - 172, Japanese

  • 2033 Tensile Strength of Exterior Diaphragm connected to Circular Steel Tube Column
    KIMURA Kei, MATSUO Shintaro, TANAKA Tsuyoshi, SUITA Keiichiro, INE Tatsuhiko
    Architectural Institute of Japan, 22 May 2007, 日本建築学会近畿支部研究報告集, 構造系(47) (47), 129 - 132, Japanese

  • 22267 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part4. Derivation of Collapse Load
    TANAKA Tsuyoshi, MATSUO Shintaro, INOUE Kazuo
    Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2006, 533 - 534, Japanese

  • 22268 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part5. Evaluation of Yield Strength
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2006, 535 - 536, Japanese

  • 22557 Experimental Study on the Behavior of Post-installed Anchors Subjected to Shear-Tensile Combined Loads : Part 3 Influence of Filler Mortar
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2006, 1113 - 1114, Japanese

  • 22505 Welding procedure tests of horizontal fillet welding : Part. 1 Quality of fillet weld by current welding procedure
    WAKAMA Yasushi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashii
    Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2006, 1009 - 1010, Japanese

  • 2047 Yield Strength of RHS-Column to Beam Connections with Exterior Diaphragm
    MATSUO Shintaro, TANAKA Tsuyoshi, INOUE Kazuo
    Architectural Institute of Japan, 23 May 2006, 日本建築学会近畿支部研究報告集. 構造系, (46) (46), 185 - 188, Japanese

  • 2086 Experimental Study on the Behavior of Post-Installed Anchors Subjected to Shear-Tensile Combined Loads : Part 3 Influence of Filler Mortar and Loading History
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 23 May 2006, 日本建築学会近畿支部研究報告集. 構造系, (46) (46), 341 - 344, Japanese

  • 22275 Empirical Formulae Estimating Strength of Weld Metal
    NISHIDA Yuzo, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAKANO Toshihiko
    Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2005, 549 - 550, Japanese

  • 22394 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 3. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm (Experimental Results and Consideration) and FEM Analysis
    TANAKA Tsuyoshi, MATSUO Shintaro, KOETAKA Yuji
    Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2005, 787 - 788, Japanese

  • 22393 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm (Experimental Plans and Results)
    MATSUO Shintaro, KOETAKA Yuji, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2005, 785 - 786, Japanese

  • 22392 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 1. Derivation of Collapse Load
    JIN Cheng Long, MATSUO Shintaro, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2005, 783 - 784, Japanese

  • 22518 Experimental Study on the Behavior of Post-installed Anchors Subjected to Shear-Tensile Combined Loads : Part 2 Influence of Load Ratio
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2005, 1035 - 1036, Japanese

  • 2099 Experimental Study on the Behavior of Post-Installed Anchors Subjected to Shear-Tensile Combined Loads : Part 2 Influence of Load Ratio
    KATAOKA Tatsuro, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 23 May 2005, 日本建築学会近畿支部研究報告集. 構造系, (45) (45), 393 - 396, Japanese

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm
    TANAKA Thuyoshi, MATSUO Shintaro, JIN Cheng Long
    Architectural Institute of Japan, 23 May 2005, 日本建築学会近畿支部研究報告集. 構造系, (45) (45), 333 - 336, Japanese

  • 2085 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm
    MATSUO Shintaro, KOETAKA Yuji, TANAKA Tsuyoshi
    Architectural Institute of Japan, 23 May 2005, 日本建築学会近畿支部研究報告集. 構造系, (45) (45), 337 - 340, Japanese

  • 2087 Design formulae of joint panels in moment resisting steel frames
    Namba Hisashi
    Architectural Institute of Japan, 23 May 2005, 日本建築学会近畿支部研究報告集. 構造系, (45) (45), 345 - 348, Japanese

  • 437 Evaluation of Strength of Weld Metal in Beam to Column Connection : Study on Welding Joints of Steel Building Frames (Report 6)
    NISHIDA Yuzo, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAKANO Toshihiko
    Japan Welding Society, 20 Aug. 2004, Pre-Prints of the National Meeting of JWS, (75) (75), 316 - 317, Japanese

  • 22321 Behaviour on RHS Column to Beam Connections with Field Welding : Part 4.Behaviour of connections with a single line arrangement
    EMI Takuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, NAGATANI Yoji, MIWA Takeshi
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 641 - 642, Japanese

  • 22322 Behaviour on RHS Column to Beam Connections with Field Welding : Part 5. Behaviour of connections with a double line arrangement
    MIWA Takeshi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, EMI Takuro, NAGATANI Yoji
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 643 - 644, Japanese

  • 22340 Elasto-Plastic Behaviour on Thicking RHS Column to Beam Connections Subjected to Two Directions Shear Forces : Part 1. Outline of Tests
    YAMAMOTO Yoshinori
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 679 - 680, Japanese

  • 22341 Elasto-Plastic Behaviour on Thicking RHS Column to Beam Connections Subjected to Two Directions Shear Forces : Part 2. Test Results
    MORITA Takashi
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 681 - 682, Japanese

  • 22343 Elasto-Plastic Behaviour on Column to Beam Joint Panels under Two Directions Share Forces : Part 6 Finite Element Analysis
    HIURA Hirokazu, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, YONEDA Naoki, MORITA Takashi
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 685 - 686, Japanese

  • 22342 Elasto-Plastic Behaviour on Column to Beam Joint Panels under Two Directions Share Forces : Part 5 Effect of Axial Force Ratio
    YONEDA Naoki, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, HIURA Hirokazu, MORITA Takashi
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 683 - 684, Japanese

  • 22591 Experimental Study on the Behavior of Post-installed Anchors Subjected to Shear-Tensile Combined Loads : Part 1 Elemental Tests
    TANAKA Tsuyoshi, TABUCHI Mototsugu, MASUI Aya
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 1181 - 1182, Japanese

  • 22304 Finite Element Analysis of Bolted T-Stub Connection
    OHTA Yuki, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2004, 607 - 608, Japanese

  • 2072 Behavior on RHS column to beam connections with field welding : Part 3. Effect of bolt arrangement (H=500mm)
    EMI Takuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, NAGATANI Yoji
    Architectural Institute of Japan, 24 May 2004, 日本建築学会近畿支部研究報告集. 構造系, (44) (44), 285 - 288, Japanese

  • 2076 Elastic plastic behaviour of joint panels in H shaped week axis column to beam connections : Part 1. FEA
    Namba Hisashi
    Architectural Institute of Japan, 24 May 2004, 日本建築学会近畿支部研究報告集. 構造系, (44) (44), 301 - 304, Japanese

  • 2082 Experimental Study on the Behavior of Post-installed Anchors Subjected to Shear-Tensile Combined loads : Part 1 Elemental tests
    TANAKA Tsuyoshi, TABUCHI Mototsugu, MASUI Aya
    Architectural Institute of Japan, 24 May 2004, 日本建築学会近畿支部研究報告集. 構造系, (44) (44), 325 - 328, Japanese

  • 2075 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part 3 Effects of Axial Force Ratios
    HIURA Hirokazu, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, YONEDA Naoki
    Architectural Institute of Japan, 24 May 2004, 日本建築学会近畿支部研究報告集. 構造系, (44) (44), 297 - 300, Japanese

  • 2073 Behavior on RHS column to beam connections with field welding : Part 4. Effects of bolt arrangement (H=980mm)
    MIWA Takeshi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, EMI Takuro, NAGATANI Yoji
    Architectural Institute of Japan, 2004, 日本建築学会近畿支部研究報告集, 44, 289 - 292, Japanese

  • Influence of Weld Defects on Fracture Mode and Plastic Deformation Capacity of Beam : Influence of Weld Defects on Fracture of Beam-to-Column Welded Connection for Steel Frame Structures (Part 2)
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi, YASUI Kazuhiro
    Japan Welding Society, 08 Sep. 2003, Pre-Prints of the National Meeting of JWS, (73) (73), 242 - 243, Japanese

  • Effect of Heat Input and Interpass Temperature on Mechanical Properties in Welding Joints : Study on Welding Joints of Steel Building Frames (Report 5)
    NISHIDA Yuzo, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOKOYAMA Shigekazu, YOSHIMURA Tetsuya, NAKANO Toshihiko
    Japan Welding Society, 08 Sep. 2003, Pre-Prints of the National Meeting of JWS, (73) (73), 352 - 353, Japanese

  • Loading Tests of Full Scale Beam-to-Column Connections with Weld Defects : Influence of Weld Defects on Fracture of Beam-to-Column Welded Connection for Steel Frame Structures (Part 1)
    YASUI Kazuhiro, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOSHIMURA Tetsuya
    Japan Welding Society, 08 Sep. 2003, Pre-Prints of the National Meeting of JWS, (73) (73), 240 - 241, Japanese

  • 22435 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part. 6 Material Properties of Steels and Weld Zone
    YOKOTA Kazunobu
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 869 - 870, Japanese

  • 22434 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part 5. Outline of Tests
    TABUCHI Mototsugu
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 867 - 868, Japanese

  • 22437 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part 8. Full Scale Test
    YASUI Kazuhiro
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 873 - 874, Japanese

  • 22475 Behaviour of Column-to-Beam Connections with Unequal Width of SHS Columns : Part 1 Pirot FE Analysis
    TANAKA Tsuyoshi, TABUCHI Mototsugu, TOMITA Yohei
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 949 - 950, Japanese

  • 22476 Behaviour of Column-to-Beam Connections with Unequal Width of SHS Columns : Part 2 Analytical Results
    TOMITA Yohei, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 951 - 952, Japanese

  • 22464 Behaviour of RHS Column to H Beam Connections with Feild Welding : part 3. Test results on effects of column D/t ratio
    EMI Takuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, NAGATANI Yoji
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 927 - 928, Japanese

  • 22481 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part 3 Outline of Loading Tests
    HIURA Hirokazu, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, YONEDA Naoki
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 961 - 962, Japanese

  • 22482 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part 4 Results of Loading Tests
    YONEDA Naoki, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, HIURA Hirokazu
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 963 - 964, Japanese

  • 22438 Effects of Welded Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part. 9 Fracture Modes
    YOSHIMURA Tetsuya
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 875 - 876, Japanese

  • 22463 Behaviour of RHS Column to H Beam Connections with Feild Welding : part 2. Outline of tests on effects of column D/t ratio
    NAGATANI Yoji, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, EMI Takuro
    Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2003, 925 - 926, Japanese

  • 2082 Effect of Interpass Temperature and Heat Input on Construction Efficiency in Welding Joints
    NISHIDA Yuzo
    Architectural Institute of Japan, 26 May 2003, 日本建築学会近畿支部研究報告集. 構造系, (43) (43), 325 - 328, Japanese

  • 2084 Behavior on RHS Column to H Beam connections with field welding : Part 2. Effects of Column D/t ratio
    NAGATANI Yoji, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, EMI Takuro
    Architectural Institute of Japan, 26 May 2003, 日本建築学会近畿支部研究報告集. 構造系, (43) (43), 333 - 336, Japanese

  • 2086 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part2 Loading Tests
    HIURA Hirokazu, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, YONEDA Naoki
    Architectural Institute of Japan, 26 May 2003, 日本建築学会近畿支部研究報告集. 構造系, (43) (43), 341 - 344, Japanese

  • 2083 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part3 Influence of strength ratios among diaphragm, weld and beam flange
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi, YASUI Kazuhiro, Yokota Kazunobu, FUJITA Tetsuya
    Architectural Institute of Japan, 26 May 2003, 日本建築学会近畿支部研究報告集. 構造系, (43) (43), 329 - 332, Japanese

  • 2085 Study on Behaviour of Column-to-Beam Connections with Unequal Width of SHS Columns : Part1 Pirot FE Analysis
    TOMITA Yohei
    Architectural Institute of Japan, 26 May 2003, 日本建築学会近畿支部研究報告集. 構造系, (43) (43), 337 - 340, Japanese

  • 22436 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part.7 Ultrasonic Inspection of Weld Joints
    KASAHARA Motohiro
    Architectural Institute of Japan, 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 871 - 872, Japanese

  • Deformation of Through Diaphragm in Square Shape Column-Beam Welded Joint
    HASHIMOTO Hiroyo, TABUCHI Mototsugu, TANAKA Tsuyoshi, NANBA Hisashi, YOKOYAMA Shigekazu, HAMANA Masahiro
    Japan Welding Society, 03 Sep. 2002, Pre-Prints of the National Meeting of JWS, (71) (71), 392 - 393, Japanese

  • Effect of Heat Input and Interpass Temperature on Thermal History in Welding Joints : Study on Welding Joints of Steel Building Frames(Report 3)
    NISHIDA Yuzo, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOKOYAMA Shigekazu, YOSHIMURA Tetsuya, NAKANO Toshihiko
    Japan Welding Society, 03 Sep. 2002, Pre-Prints of the National Meeting of JWS, (71) (71), 228 - 229, Japanese

  • Effect of Welding Condition on Strength of Weld : Study on Welding Joints of Steel Building Frames(Report 4)
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOKOYAMA Shigekazu, NISHIDA Youzoh, NAKANO Toshihiko
    Japan Welding Society, 03 Sep. 2002, Pre-Prints of the National Meeting of JWS, (71) (71), 230 - 231, Japanese

  • Effects of Weld Defects on Beam Plastic Deformation Capacity in Beam-to-Column Connection
    Yasui Kazuhiro, Tabuchi Mototsugu, Tanaka Tsuyoshi, Yoshimura Tetsuya
    Japan Welding Society, 03 Sep. 2002, Pre-Prints of the National Meeting of JWS, (71) (71), 200 - 201, Japanese

  • 22341 Behavior of H-beams Connected with SHS Column : Part 2 Test Results of Connections with Different Thickness of Beam Flange
    TANAKA Tsuyoshi, TABUCHI Mototsugu, IGUCHI Tomoharu, KIHARA Sigeo
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 681 - 682, Japanese

  • 22338 Effects of Weld Defects on Beam Plastic Deformation Capacity : Part 4 Test Results on Effects of Defect Length
    YASUI Kazuhiro, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOSHIMURA Tetsuya
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 675 - 676, Japanese

  • 22342 Behavior of H-beams Connected with SHS Column : Part 2 Effects of beam flange width-to-thickness ratio (2)
    IGUCHI Tomoharu, TABUCHI Mototsugu, TANAKA Tsuyoshi, KIHARA Sigeo
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 683 - 684, Japanese

  • 22401 Study on Seismic Retrofit for Exposed Column Bases of Steel Frames with Braces : Part 1 Outline of Test
    HATANAKA Risa, TABUCHI Mototsugu, TANAKA Tsuyoshi, MASUI Aya
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 801 - 802, Japanese

  • 22337 Effects of Weld Defects on Beam Plastic Deformation Capacity : Part 3 Outline of Tests on Effects of Defect Length
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi, YASUI Kazuhiro
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 673 - 674, Japanese

  • 22368 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part 1 Strength of Joint Panel
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, YONEDA Naoki
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 735 - 736, Japanese

  • 22402 Study on Seismic Retrofit for Exposed Column Bases of Steel Frames with Braces : Part 2 Test Result
    MASUI Aya, TABUCHI Mototsugu, TANAKA Tsuyoshi, HATANAKA Risa
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 803 - 804, Japanese

  • 22318 A Study on Flexural Behaiviour of High-Strength Bolted Friction Type Joint
    NAGATANI Yoji
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 635 - 636, Japanese

  • 22217 Deformation of Through Diaphragm by Welding : Part 2 In the case of CO_2 Gas Shielded Semi-Automatic Arc Welding
    HASHIMOTO Hiroyo
    Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2002, 433 - 434, Japanese

  • Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part2. Effect of Welded Defect
    YASUI Kazuhiro, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOSHIMURA Tetuya
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 181 - 184, Japanese

  • Deformation of Through Diaphragm by Welding : Part 2. In the case of CO_2 Gas Shielded Semi-Automatic Arc Welding
    Namba Hisashi
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 185 - 188, Japanese

  • Study on Seismic Retrofit for Exposed Column Bases of Steel Frames with Braces
    NATANAKA Risa, TABUCHI Mototsugu, TANAKA Tsuyoshi, MASUI Aya
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 221 - 224, Japanese

  • Effect of Welding Conditions on Construction Efficiency and Mechanical Properties in Welding Joints : Part 1. Relationship between Welding Conditions and Construction Efficiency
    NISHIDA Yuzo
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 157 - 160, Japanese

  • Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part1 Preliminary Analysis
    YONEDA Naoki, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 189 - 192, Japanese

  • A Study on Flexural Behaiviour of High-Strength Bolted Friction Type Joint
    NAGATANI Yoji
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 213 - 216, Japanese

  • Effect of Welding Conditions on Construction Efficiency and Mechanical Properties in Welding Joints : Part 2. Relationship between Welding Conditions and Mechanical Properties
    吉村 鉄也, 田渕 基嗣, 田中 剛, 横山 重和, 西田 祐三, 中野 利彦
    Architectural Institute of Japan, 24 May 2002, 日本建築学会近畿支部研究報告集. 構造系, (42) (42), 161 - 164, Japanese

  • Effect of Welding Condition on Mechanical Property of Weld : Study on Welding Joints of Steel Building Frames(Report 2)
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOKOYAMA Shigekazu, NAKANO Toshihiko
    Japan Welding Society, 24 Mar. 2002, Pre-Prints of the National Meeting of JWS, (70) (70), 52 - 53, Japanese

  • Effect of Plate Thickness and Interpass Temperature on Thermal History in Welding Joints : Study on Welding Joints od Steel Building Frames(Report 1)
    YOKOYAMA Shigekazu, TABUCHI Mototsugu, TANAKA Tsuyoshi, YOSHIMURA Tetsuya, NAKANO Toshihiko
    Japan Welding Society, 24 Mar. 2002, Pre-Prints of the National Meeting of JWS, (70) (70), 50 - 51, Japanese

  • 22369 Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Share Force : Part 2 Stress Distribution of Joint Panel
    YONEDA Naoki, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 737 - 738, Japanese

  • Finite Element Analysis of Fillet Weld on End-Plate Type Connections
    Shiraga Seiichi, Tabuchi Mototsugu, Tanaka Tsuyoshi
    Kobe University, Nov. 2001, Memoirs of the Faculty of Engineering, Kobe University, 48, 19 - 27, English

  • 22410 Behavior on RHS column to H beam connections with field welding : Part 1. Effects of clamping force on high-strength bolt
    EMI Takuro, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi, MASUDA Hisashi
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 819 - 820, Japanese

  • 22379 Deformation of through diaphargm by welding : Part 1. Effects of daiphragm thickness
    HASHIMOTO Hiroyo
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 757 - 758, Japanese

  • 22465 Study on Behaviour of Flange Joints with Unequal Width SHS Columns : Part 1 Tests on 50mm Difference between Upper Column Width and Lower Column Width
    MORIKAWA Katsuhiro
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 929 - 930, Japanese

  • 22465 Study on Behaviour of Flange Joints with Unequal Width SHS Columns : Part 3 Comparison with Tests and Analyses
    FURUMI Kenji
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 933 - 934, Japanese

  • 22466 Study on Behaviour of Flange Joints with Unequal Width SHS Columns : Part 2 Strength of Flange Joints
    TOMITA Yohei
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 931 - 932, Japanese

  • 22434 Effects of Local Deformation of Beam-to-Column Connection on Elastic-Plastic Behaviour of Steel Building
    MAENISHI Haruna, TABUCHI Mototsugu, KAMBA Teruyasu, TANAKA Tuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 867 - 868, Japanese

  • 22452 Effects of Weld Defects on Beam Plastic Deformation Capacity : Part 1 Outline of Tests for Under-Matching Weld
    YOSHIMURA Tetsuya, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 903 - 904, Japanese

  • 22441 Behavior of Joint Panel in H Shaped Column to Beam Connections Reinforced by Doubler Plate
    KAGEYAMA Makoto, TANAKA Tsuyoshi, TABUCHI Mototsugu, NAMBA Hisashi
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 881 - 882, Japanese

  • 22437 Effects of shear behaviour of column-to-beam joint panel on beam flexural behaviour : Part2. Effects of column section
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, KAWASHIMA Tomonori
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 873 - 874, Japanese

  • 22453 Effects of Weld Defects on Beam Plastic Deformation Capacity : Part 2 Outline of Tests for Under-Matching Weld
    TANAKA Tsuyoshi, TABUCHI Mototsugu, YOSHIMURA Tetsuya
    Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2001, 905 - 906, Japanese

  • 2049 Deformation of through diaphgram by welding : Part 1. Effects of diaphragm thickness
    HASHIMOTO Hiroyo
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 193 - 196, Japanese

  • 2052 Behavior of Joint Panel in H Shaped Column to Beam Connections reinforced by Doubler Plate
    KAGEYAMA Makoto, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 205 - 208, Japanese

  • 2057 Effects of Local Deformation of Beam-to-Column Connection on Elastic-Plastic Behaviour of Steel Building
    MAENISHI Haruna, TABUCHI Mototsugu, KAMBA Teruyasu, TANAKA Tuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 225 - 228, Japanese

  • 2062 Study on Behaviour of Flange Joints with Unequal Width SHS Columns : Part 2. Strength of Flange Joints
    TOMITA Yohei
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 245 - 248, Japanese

  • 2048 Effects of Weld Defect for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part 1. Pirot Tests Confined to Under-Matching
    TANAKA Tsuyoshi, TABUCHI Mototsugu, IGUCHI Tomoharu, YOSHIMURA Tetsuya
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 189 - 192, Japanese

  • 2050 Behavior on RHS column to H beam connections with field welding : Part 1. Effects of clamping force on high-strength bolt
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, MASUDA Hisashi
    Architectural Institute of Japan, 25 May 2001, 日本建築学会近畿支部研究報告集. 構造系, (41) (41), 197 - 200, Japanese

  • 22438 Effects of shear behaviour of column-to-beam joint panel on beam flexural behavior : Part3. FE Analysis and Discussion
    TABUCHI Mototsugu, NAMBA Hisashi, TANAKA Takeshi, KAWASHIMA Tomonori
    Architectural Institute of Japan, 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 875 - 876, Japanese

  • 2056 Effects of shear behaviour of column-to-beam joint panel on beam flexural behaviour
    TABUCHI Mototsugu, TANAKA Tsuyoshi, KAWASHIMA Tomonori
    Architectural Institute of Japan, 2001, 日本建築学会近畿支部研究報告集, 41, 221 - 224, Japanese

  • Effects of beam flange weld on web bolted connections in field type connections : Part 1 RHS Column connections with D/t=29
    KIHARA Shigeo, TABUCHI Mototsugu, TANAKA Tsuyoshi, NANBA Hisasi, YOKOYAMA Shigekazu, MASUDA Hisasi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 713 - 714, Japanese

  • A Study on Beam-to-Column Connections by Fillet Weld : Part9. Strength of fillet weld on Gabled Frame Connections
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 639 - 640, Japanese

  • A Study on Beam-to-Column Connections by Fillet Weld : Part8. Loading Tests on Gabled Frame Connections
    TABUCHI Mototsugu, SHIRAGA Seiichi, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 637 - 638, Japanese

  • Effects of End-tab Shapes forBeam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part2. Failure Process
    IGUCHI Tomoharu, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 689 - 690, Japanese

  • Effects of shear behavior of column-to-beam joint panel on beam flexural behavior : part1. Effects of panel-to-beam strength ratio
    KAWASHIMA Tomonori, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 647 - 648, Japanese

  • Effects of End-tab Shapes forBeam-to-Column Weld Connection on Beam Plastic Deformation Capacity : Part1. Outline of Loading Test
    TANAKA Tsuyoshi, TABUCHI Mototsugu, IGUCHI Tomoharu
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 687 - 688, Japanese

  • A study on tapered joint panels in RHS column to beam eccentric connections : Part2. Discussion
    NANBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, TANAKA Tomomi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 645 - 646, Japanese

  • A study on tapered joint panels in RHS column to beam eccentric connections : Part1. Test
    TANAKA Tomomi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NANBA Hisashi
    Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 2000, 643 - 644, Japanese

  • Flexural Strength of Beam Web to Square Tube Column Joints
    SUITA Keiichiro, TANAKA Tsuyoshi
    Architectural Institute of Japan, Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, C-1(構造III) (構造III), 731 - 732, Japanese
    Summary national conference

  • 2040 A Study on Beam-to-Column Connections by Fillet Weld : Part 8 . Loading Tests on Gabled Frame Connections
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 173 - 176, Japanese

  • 2046 Shear Strength of Column-to-Beam Joint Panel : Part II Effects of Axial Force Ratios, Width-to-Thickness Ratios and Manufacturing Process of SHS Column
    TABUCHI Mototsugu, TANAKA Tsuyoshi, KUWAHARA Susumu, ITO Shigeki
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 197 - 200, Japanese

  • 2045 Shear Strength of Column-to-Beam Joint Panel : Part I Effect of Panel Aspect Ratios
    TANAKA Tsuyoshi, TABUCHI Mototsugu, KUWAHARA Susumu, ITO Shigeki
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 193 - 196, Japanese

  • 2044 A study on tapered joint panels in RHS column to beam eccentric conections : Part1. Effect of machanical properties of joint panels
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, TANAKA Tomomi
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 189 - 192, Japanese

  • 2047 Effects of beam flange weld on web bolted connections with high-strength bolts infield type connections : Part 1 RHS Column connections with D/t=29
    木原 茂郎, 田渕 基嗣, 田中 剛, 難波 尚, 横山 重和, 増田 寿史
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 201 - 204, Japanese

  • 2049 Estimation of Ultimate Flexural Strength of Beam Web to Square Tube Column Joints
    SUITA Keiichiro, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 209 - 212, Japanese

  • 2048 Effects of End-tab Shapes for Beam-to-Column Weld Connection on Beam Plastic Deformation Capacity
    IGUCHI Tomoharu, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 205 - 208, Japanese

  • 2050 Effects of shear behaviour of column-to-beam joint panel on beam elastic-plastic behaviour
    KAWASHIMA Tomonori, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 2000, 日本建築学会近畿支部研究報告集. 構造系, (40) (40), 213 - 216, Japanese

  • Effect of Panel Shear Yield on Beam Flexural Behaviour
    TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 543 - 544, Japanese

  • Behavion of H-beams connected with SHS column : Part2 Effects of weld tab shape on beam flange fracture
    IGUCHI Tomoharu, TABUCHI Mototsugu, TANAKA Tsuyoshi, EMOTO Daisuke
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 533 - 534, Japanese

  • A study on joint panel in RHS column to beam eccentric connection : Part 1. Preliminary investigation
    TANAKA Tomomi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NANBA Hisashi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 551 - 552, Japanese

  • A Study on Beam-to-Column Conections by Fillet Weld : part. 7. Finite element Analysis of fillet weld on end-plate type connections
    KAWASIMA Tomonori, TABUCHI Matotsugu, TANAKA Tsuyoshi, SHIRAGA Seiichi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 741 - 742, Japanese

  • Behavior on high strength bolt connections by FEA : Part1. Primary behavior of friction joint
    MASUDA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 725 - 726, Japanese

  • Behavior on high strength bolt connection by FEA : Part2. Primary behavior of tecsion joint
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, MASUDA Hisashi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 727 - 728, Japanese

  • A Study on Beam-to-Column Connections by Fillet Weld : Part 6. Strength of Unequal Leg Fillet Weld
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1999, 739 - 740, Japanese

  • 2056 Effects of weld tab types on beam flange fracture
    IGUCHI Tomoharu, TABCHI Mototsugu, TANAKA Tsuyoshi, EMOTO Daisuke
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 249 - 252, Japanese

  • 2055 Effects of beam flange width-thickness rations on beam flange fracture caused from scallop tip
    EMOTO Daisuke, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 245 - 248, Japanese

  • 2043 A Study on Beam-to-Column Conections by Fillet Weld : part.7. Finite element Analysis of fillet weld on end-plate type connections
    KAWASHMA Tomonori, TABUCHI Mototsugu, TANAKA Tsuyoshi, SHIRAGA Seiichi
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 197 - 200, Japanese

  • 2039 Behavior on high strength bolt connections by FEA : Part1. Primary behavior of structural elements
    MASUDA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NANBA Hisashi
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 181 - 184, Japanese

  • 2044 A Study on Beam-to-Column Conections by Fillet Weld : part 6. Strength of Unequal Leg Fillet Weld
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 201 - 204, Japanese

  • 2049 Elasto-Plastic Behaviour of Exposed Type of Column Bases with Tensile Force
    JIN GUIYAN
    Architectural Institute of Japan, 25 May 1999, 日本建築学会近畿支部研究報告集. 構造系, (39) (39), 221 - 224, Japanese

  • Behavion of H-beams connected with SHS column : Part1 Effects of beam flange width-to-thickness ratio
    EMOTO Daisuke, TABUCHI Mototsugu, TANAKA Tsuyoshi, IGUCHI Tomoharu
    Architectural Institute of Japan, 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 531 - 532, Japanese

  • Elasto-Plastic Behaviour of Exposed Type of Column Bases with Tensile Force : Part1 Outline of Test
    TANAKA Tsuyoshi, TABUCHI Mototsugu, JIN GuiYan
    Architectural Institute of Japan, 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1, 633 - 634, Japanese

  • Elasto-Plastic Behaviour of Exposed Type of Column Bases with Tensile Force : Part2 Test Result
    JIN GuiYan, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1, 635 - 636, Japanese

  • 2057 Effects of panel shear behaviours on beam flexural behaviours
    TANAKA Tsuyoshi, Tabuchi Mototsugu
    Architectural Institute of Japan, 1999, 日本建築学会近畿支部研究報告集, 39, 253 - 256, Japanese

  • 2054 A study on joint panel in RHS column to beam eccentric connection : Part 1. Preliminary investigation
    TANAKA Tomomi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 1999, 日本建築学会近畿支部研究報告集, 39, 241 - 244, Japanese

  • A Study on Reinforced Concrete Column to Steel Beam Connecitions Fabricated with Long-Through High Strength Bolts : Part3 Influence of bolt arrangemnet and test piece shape
    MASUDA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, FUKUMOTO Noboru
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 1251 - 1252, Japanese

  • Elasto-Plastic Behavior of Joint Panels in Beam-to-Column Connections of Steel Building Frames : Part4 Tests of Joint Panels in Different Manufacturing Process of RHS Column
    TANAKA Tomomi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 477 - 478, Japanese

  • A study on tapered joint panels in column to beam connections : Part 2. Discussion
    TANAKA Tsuyoshi, TABUCHI Mototsugu, KITAOKA Satoshi, NAMBA Hisashi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 463 - 464, Japanese

  • A Study on Strain Distribution of RHS Column to Beam Connections with Through-Diaphgram
    EMOTO Daisuke, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 423 - 424, Japanese

  • Elasto-Plastic Behavior of Joint Panels in Beam to Column Connection of Steel Building Frames : Part 3 Tests of Joint Panels in Beam to H-shaped Column Connections
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 475 - 476, Japanese

  • A study on tapered joint panels in RHS column to beam connections : Part 1. Test
    KITAOKA Satoshi, TABUCHI Mototsugu, TANAKA Tsuyoshi, NAMBA Hisashi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 461 - 462, Japanese

  • A Study on Beam-to-Column Connections by Fillet Weld : Part 5. Strength of Fillet Welding
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1998, 333 - 334, Japanese

  • 2022 A Study on Reinforced Concrete Column to Steel Beam Connections Fabricated with Long-through High Strength Bolts
    MASUDA Hisashi, TABUCHI Mototugu, TANAKA Tuyoshi, FUKUMOTO Noboru
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 97 - 100, Japanese

  • 2074 A Study on Beam-to-Column Connections by Fillet Weld : Part 5. Strength of Fillet Weld
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 305 - 308, Japanese

  • 2081 A study on tapered joint panels in RHS column to beam connections : Part 2. Discussion
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 333 - 336, Japanese

  • 2080 A study on tapered joint panels in RHS column to beam connections : Part 1. Tests on joint panels
    KITAOKA Satoshi
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 329 - 332, Japanese

  • 2076 Behavior on Joint Panels in H Shaped Column to Beam Connections
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi, KITAOKA Satoshi
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 313 - 316, Japanese

  • 2077 A Study on Strain Distribution of RHS Column to Beam Connections with Through-Diaphgram
    EMOTO Daisuke, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 25 May 1998, 日本建築学会近畿支部研究報告集. 構造系, (38) (38), 317 - 320, Japanese

  • A study on tapered joint panel of RHS columnto beam connections : Part1. Finite Element Analissi
    KITAOKA Satoshi
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 441 - 442, Japanese

  • Study on Structural Behavior of Beam-to-Column Welded Joints Using Hight Quarity Steel with 60 Kilos Class Steel : Part4. Effects of Scallop Shapes and Conditions of Ends of Full Penestration Weld
    Emoto Daisuke
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 395 - 396, Japanese

  • A Study of Beam-to Column Connections by Fillet Weld : Part4. Strength of Oblique Crossing Weld
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 289 - 290, Japanese

  • Full-Scale Test on Plastic Deformation Capacity of H-shaped Beams with Through-Diaphragm Connections : Part1 Testing Plan
    INOUE Kazuo
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 329 - 330, Japanese

  • A Study on Flexural Behaviour of H-Beam connected to RHS-Column
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 347 - 348, Japanese

  • Full-Scale Test on Plastic Deformation Capacity of H-shaped Beams with Through-Diaphragm Connections : Part2 Test on Shop-Welded Type Specimens with Material E5[1]
    TABUCHI Mototsugu
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 331 - 332, Japanese

  • A Study on Reinforced Concrete Column to Steel Beam Connections Fabricated with Long-through Bolts : Part2 Effects of Assemblage Connections
    FUKUMOTO Noboru, TABUCHI Mototsugu, TANAKA Tsuyoshi, SATO Hisataka
    Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1997, 1051 - 1052, Japanese

  • 2044 A Study on Beam-to-Column Connections by Fillet Weld : Part 4. Strength of Oblique Crossing Weld
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 26 May 1997, 日本建築学会近畿支部研究報告集. 構造系, (37) (37), 197 - 200, Japanese

  • 2048 A Study on Flexural Behavior of H-Beam Connected to RHS-Column
    MORI Koichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 26 May 1997, 日本建築学会近畿支部研究報告集. 構造系, (37) (37), 213 - 216, Japanese

  • 2049 A study on tapered joint panel of RHS column to beam connections : Part 1. Preliminary investigation
    KITAOKA Satoshi
    Architectural Institute of Japan, 26 May 1997, 日本建築学会近畿支部研究報告集. 構造系, (37) (37), 217 - 220, Japanese

  • 2047 Strain Distribution of Beam Flange in RHS Column-to-Beam Connections with Scallops : Part3. Effects of Scallop Shapes, Conditions of Ends of Full Penetration Weld and Deposited Metal-to-Base Metal Strength Ratios
    EMOTO Daisuke
    Architectural Institute of Japan, 26 May 1997, 日本建築学会近畿支部研究報告集. 構造系, (37) (37), 209 - 212, Japanese

  • A Study of Beam-to-Column Connections by Fillet Weld : Part 2. Strength of Welding
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1996, 457 - 458, Japanese

  • A Study of Beam-to-Column Connections by Fillet Weld : Part 3. Loading Tests on End-Plate Type Connections
    TABUCHI Mototsugu, TANAKA Tsuyosi, SHIRAGA Seiichi, ISHIKAWA Mikio, FURUMI Kenji
    Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1996, 459 - 460, Japanese

  • Behavior of RHS Columm to Beam Conections : Part 2 Flexural Behaviour of H Beams Welded to RHS Columns
    MORI Koichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1996, 589 - 590, Japanese

  • An Experimental Study on Joint Panels of CHS Column to Beam Connections
    NAMBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1996, 557 - 558, Japanese

  • Strain Distribution of Beam Flange in RHS Column-to-Beam Connections with Scallops : Part 3 Effects of Horizontal Haunchs
    TANAKA Tsuyoshi, TABUCHI Mototsugu
    Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1996, 623 - 624, Japanese

  • 2058 A Study on Beam-Column Connections by Fillet Weld : Part 3. Loading Tests on End-Plate Type Connections
    TABUCHI Mototsugu, TANAKA Tsuyoshi, SHIRAGA Seiichi, ISHIKAWA Mikio, FURUMI Kenji
    Architectural Institute of Japan, 03 Jul. 1996, 日本建築学会近畿支部研究報告集. 構造系, (36) (36), 245 - 248, Japanese

  • 2057 A Study on Beam-Column Connections by Fillet Weld : Part 2. Strength of Welding
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 03 Jul. 1996, 日本建築学会近畿支部研究報告集. 構造系, (36) (36), 241 - 244, Japanese

  • 2066 Elastic-Plastic Behavior of Joint Panels of CHS Column-to-Beam Connections
    NANBA Hisashi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 03 Jul. 1996, 日本建築学会近畿支部研究報告集. 構造系, (36) (36), 277 - 280, Japanese

  • 2062 Strain Distribution of Beam Flange in RHS Column-to-Beam Connections with Scallops : Part 2 Effects of Scallop Shapes, Column Diameter-to-Thickness Ratios and Beam Widths
    TANAKA Tsuyoshi, TABUCHI Mototsugu
    Architectural Institute of Japan, 03 Jul. 1996, 日本建築学会近畿支部研究報告集. 構造系, (36) (36), 261 - 264, Japanese

  • 2225 Experimental Study on Reinforced Concrete Column to Steel Beam Connections Fabricated with Long-through Bolts
    FUKUMOTO Noboru, TABUCHI Mototsugu, TANAKA Tsuyoshi, SATO Hisataka
    本論文は,K形鋼梁の端部を鉄筋コンクリート造柱の接合部に埋め込み,エンドプレートを介して長締め高力ボルトにより引張接合する場合の接合部の力学的性状を実験的に調べたものである。内部十字型柱・梁接合部を対象とした実験より,接合部詳細が接合部の弾塑性挙動に与える影響を明らかにし,この接合構法による接合部の耐力算定法を提案した。
    日本コンクリート工学協会, 1996, コンクリート工学年次論文報告集, 18(2) (2), 1355 - 1360, Japanese

  • A Study on Reinforced Concrete Column to Steel Beam Connections Fabricated with Long-through Bolts : PartI Pilot Tests
    TANAKA Tsuyoshi, TABUCHI Mototsugu, FUKUMOTO Noboru, ISHIHARA Seiichiro
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 935 - 936, Japanese

  • Elastic-Plastic Behaviour of Tubular Column to H-Beam Connection with increasing Thickness of Column at Connection : Part5 Design Formula
    NAMBA Hisashi
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 605 - 606, Japanese

  • Experimental Study on Strength of H-shaped Beam to RHS Column Connections with Split Diaphragms : part2 Discussion of Simple Beam Test Results
    OTAKE Fumio
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 565 - 566, Japanese

  • Experimental Study on Strength of H-shaped Beam to RHS Column Connections with Split Diaphragms : part1 Simple Beam Test Results
    WATANABE Nobuo
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 563 - 564, Japanese

  • The Study on Tee-Stub Flange to RHS Column Connections : Part5 Tests on Connections with 8 Bolts
    TANAKA Koichi, TABUCHI Mototsugu, TANAKA Tsuyoshi, FURUMI Kenji, USAMI Kenzo
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 537 - 538, Japanese

  • A Study on Beam-to-Column Connections by Fillet Weld : Part1.Basic Study of Welding
    SHIRAGA Seiichi, TABUCHI Mototsugu, TANAKA Tsuyoshi, ISHIKAWA Mikio, FURUMI Kenji
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 413 - 414, Japanese

  • Behavior of RHS column to Beam Conections : Part1 Effect of Local Deformation
    MORI Koichi, TABUCHI Mototsugu, TANAKA Tsuyoshi
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 553 - 554, Japanese

  • The Study on Tee-Stub Flange to RHS Column Connections : Part6 Strength on Connections with 8 Bolts
    USAMI Kenzo, TABUCHI Mototsugu, TANAKA Tsuyoshi, FURUMI Kenji, TANAKA Koichi
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 539 - 540, Japanese

  • Elastic-Plastic Behaviour of Tubular Column to H-Beam Connection with increasing Thickness of Column at Connection : Part4 Elastic-Plastic FEM Analysis of Connection under Horizontal Loading
    Kamba Teruyasu
    Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, 1995, 603 - 604, Japanese

  • 223 Behavior of RHS column to Beam Conections : Part 1 Effect of Local Deformation
    MORI Koichi
    Architectural Institute of Japan, 13 Jun. 1995, 日本建築学会近畿支部研究報告集. 構造系, (35) (35), 117 - 120, Japanese

  • 218 A Study on Tee-Stub Flange to RHS Column Connections with High-Tension Bolts : Part4 Conections with 8 Bolts
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 13 Jun. 1995, 日本建築学会近畿支部研究報告集. 構造系, (35) (35), 97 - 100, Japanese

  • 220 A Study on Beam-to-Column Conections by Fillet Weld : Part 1. Basic Study of Welding
    SHIRAGA Seiichi
    Architectural Institute of Japan, 13 Jun. 1995, 日本建築学会近畿支部研究報告集. 構造系, (35) (35), 105 - 108, Japanese

  • 219 Experimental Study on Strength of H-shaped Beam to RHS Column Connections with Split Diaphragms
    FUKUDA Koji
    Architectural Institute of Japan, 13 Jun. 1995, 日本建築学会近畿支部研究報告集. 構造系, (35) (35), 101 - 104, Japanese

  • Elastic-Plastic Behaviour of Tubular column to H-beam Connection with increasing Thickness of column at connection : Part2 Horizontal Loading Test
    NAMBA Hisashi
    Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 1449 - 1450, Japanese

  • Elastic-Plastic Behaviour of Tubular column to H-beam Connection with increasing Thickness of column at connection : Part3 Empirical Fomulae for Local Strength
    HAMATUKA Teruo, NAMBA Hisashi
    Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 1451 - 1452, Japanese

  • 2039 A Study on Tee-Stub Flange to RHS Column Connections with One-Side Bolts : Part1 Simplified Model Tests
    TANAKA Tuyoshi
    Architectural Institute of Japan, 07 Jun. 1994, 日本建築学会近畿支部研究報告集. 構造系, (34) (34), 197 - 200, Japanese

  • 2036 Elastic-Plastic Behavior of Tubular Column to H-beam Connection which thickness of column at connection is increased.
    ARAI Yusaku
    Architectural Institute of Japan, 07 Jun. 1994, 日本建築学会近畿支部研究報告集. 構造系, (34) (34), 185 - 188, Japanese

  • 2033 Effect of shearing deformation of joint panel on the flexural behavior of RHS column
    HIRAYU Hyoma
    Architectural Institute of Japan, 07 Jun. 1994, 日本建築学会近畿支部研究報告集. 構造系, (34) (34), 173 - 176, Japanese

  • 2037 Emprical Formulae for Tubular Column to H-Beam Connection which Thickness of Column at Connection localstrength
    NAMBA Hisashi
    Architectural Institute of Japan, 07 Jun. 1994, 日本建築学会近畿支部研究報告集. 構造系, (34) (34), 189 - 192, Japanese

  • FUNDAMENTAL STUDY ON THE STRENGTH OF BALL JOINTS IN SPACE TRUSSES
    TANAKA Tsuyoshi, KANATANI Hiroshi, TABUCHI Mototsugu
    The strength of hollow steel spheres used as nodes in tubular space trusses is investigated. In this paper, the exact collapse load is obtained for hollow steel spheres subjected to uniaxial force by limit analysis. It is assumed that the shell material is rigid-plastic and obeys the yield condition which has been derived by Ohat and Prager based on the Tresca yield criterion. The analytical results are verified through comparison with test results. Further, a practical formula for predicting the strength of hollow steel spheres is proposed on the basis of the complete numerical solution.
    Architectural Institute of Japan, Oct. 1993, Journal of structural and construction engineering, (452) (452), p129 - 138, Japanese

  • Test of Centrifugal Cast Steel Tubular Column-to-Beam Connections : Research on Centrifugal Cast Steel Tubular Column I
    NAMBA Hisashi
    Architectural Institute of Japan, 25 Jul. 1993, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1993, 1239 - 1240, Japanese

  • 2057 A Study on Tee-Stub Connections with One-Side Bolts
    OTA Koji
    Architectural Institute of Japan, 07 Jun. 1993, 日本建築学会近畿支部研究報告集. 構造系, (33) (33), 253 - 256, Japanese

  • 2032 EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF COLD-FORMED HEAVY SQUARE HOLLOW SECTION
    TANAKA Tuyoshi
    Architectural Institute of Japan, 07 Jun. 1993, 日本建築学会近畿支部研究報告集. 構造系, (33) (33), 153 - 156, Japanese

  • Experimental study on shear behavior of beams with a hole in a high rise reinforced concrete building : Part 1 Outline of experiments
    Fukumoto Noboru
    Architectural Institute of Japan, 01 Aug. 1992, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1992, 699 - 700, Japanese

  • Development of 30-story Reinforced Concrete Residential Building : Part 3 Experiment of Column-beam joints
    FUKUMOTO Noboru
    Architectural Institute of Japan, 01 Aug. 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1991, 893 - 894, Japanese

  • Development of 30-story Reinforced Concrete Residential Building : Part 4 Experiment of Columns
    TANAKA Tsuaoshi
    Architectural Institute of Japan, 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 895 - 896, Japanese

  • 2128 An Experimental Study on the Steel Ball Joint for Tubular Space Structures : Part 2 Local Failure of Ball Joint
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 01 May 1985, 日本建築学会近畿支部研究報告集. 構造系, (25) (25), 521 - 524, Japanese

  • 弾性シェル解析によるボールジョイントの剛性・耐力の考察
    田中 剛, 上場 輝康, 田渕 基嗣, 金谷 弘
    一般社団法人日本建築学会, 20 Oct. 1984, 建築雑誌. 建築年報, 1984, 92 - 92, Japanese

  • An Experimental Study on the Steel Ball Joints for Tubular Space Structures : Part 1・An Investigation based on the Elastic Shell Theory
    TANAKA Tsuyoshi
    Architectural Institute of Japan, 08 Sep. 1983, 学術講演梗概集. 構造系, 58, 1295 - 1296, Japanese

  • 2065 弾性シェル解析によるボールジョイントの剛性・耐力の考察(構造)
    田中 剛, 上場 輝康, 田渕 基嗣, 金谷 弘
    一般社団法人日本建築学会, 01 Jun. 1983, 日本建築学会近畿支部研究報告集. 構造系, (23) (23), 285 - 288, Japanese

  • 2066 ボールジョイントを用いた鋼管立体トラスについて : その6 実大ボールジョイントの引張実験(構造)
    久戸瀬 一夫, 金谷 弘, 田渕 基嗣, 上場 輝康, 田中 剛
    一般社団法人日本建築学会, 01 Jun. 1983, 日本建築学会近畿支部研究報告集. 構造系, (23) (23), 289 - 292, Japanese

■ Books And Other Publications
  • 建築工事監理指針 令和4年版 上巻
    Contributor, 7章 鉄骨工事, 一般社団法人 公共建築協会, Oct. 2022

  • 鋼構造接合部設計指針（第4版）
    日本建築学会
    日本建築学会,丸善出版 (発売), Feb. 2021, Japanese, ISBN: 9784818906037

  • 冷間成形角形鋼管設計・施工マニュアル
    TANAKA TSUYOSHI
    Joint editor, 一般社団法人 日本建築センター, Jan. 2018, Japanese, ISBN: 9784889101720
    Scholarly book

  • Technical Recommendations for Steel Construction for Buildings Part 1 Guide to Steel-rib Fabrications
    TANAKA TSUYOSHI
    Joint work, Architectural Institute of Japan, Jan. 2018, Japanese, ISBN: 9784818910782
    Scholarly book

  • Technical Recommendations for Steel Construction for Buildings Part 2 Guide to Erection and Construction in Site
    TANAKA TSUYOSHI
    Joint work, Architectural Institute of Japan, Jan. 2018, Japanese, ISBN: 9784818910799
    Scholarly book

  • Japanese Architectural Standard Specification JASS 6 Steel Work
    TANAKA TSUYOSHI
    Joint work, Architectural Institute of Japan, Jan. 2018, Japanese, ISBN: 9784818915473
    Scholarly book

  • 建築工事監理指針 平成25年度版
    TANAKA TSUYOSHI
    Others, 一般社団法人 公共建築協会, Oct. 2013, Japanese, ISBN: 9784905873372
    Others

  • Recommendation for Design of Connections in Steel Structures
    田中 剛
    Joint work, Architectural Institute of Japan, Mar. 2012, Japanese
    Scholarly book

  • Recommendation for Design of Connections in Steel Structure
    TANAKA TSUYOSHI
    Joint work, Architectural Institute of Japan, Mar. 2006, Japanese
    Scholarly book

■ Lectures, oral presentations, etc.
  • 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その7 梁偏心型式：耐力評価および設計法
    坂和知美, 田中剛, 朴一樹
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その6 梁偏心型式：実験および有限
    朴一樹, 田中剛, 坂和知美
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 合成梁の履歴挙動および塑性変形能力に関する研究 部分架構実験と骨組実験の比較
    上原正也, 浅田勇人, 田中剛, 山田哲
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 耐震性と柱梁母材の再利用性に配慮した鋼構造無溶接接合システム その8：段違い接合部への適用性能に関する検討
    伊原拓哉, 樋口敦也, 多賀謙藏, 田中剛, 浅田勇人, 吉敷祥一
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 部分溶込み溶接継目の耐力評価 その3 載荷実験
    塚大空哉, 田中剛, 野田透子, 吉崎颯一郎, 畔上進, 的場耕
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 部分溶込み溶接継目の耐力評価 その2 曲げせん断耐力
    吉崎颯一郎, 田中剛, 野田透子, 塚大空哉, 畔上進, 的場耕
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 部分溶込み溶接継目の耐力評価 その1 単純引張耐力
    野田透子, 田中剛, 吉崎颯一郎, 塚大空哉, 畔上進, 的場耕
    日本建築学会大会学術講演梗概集（北海道），構造III, Sep. 2022

  • 高電流埋もれアーク溶接を用いた完全溶込み溶接の施工試験 その2 シャルピー衝撃試験および溶接金属強度
    高岡祐大, 田中剛, 濱田菜緒, 五十嵐友也, 恵良哲生, 馬塲勇人
    日本建築学会大会学術講演梗概集（北海道），材料施工, Sep. 2022

  • 高電流埋もれアーク溶接を用いた完全溶込み溶接の施工試験 その1 溶接条件および機械的性質
    五十嵐友也, 田中剛, 濱田菜緒, 高岡祐大, 恵良哲生, 馬塲勇人
    日本建築学会大会学術講演梗概集（北海道），材料施工, Sep. 2022

  • H形断面梁端溶接部の亀裂進展に及ぼす溶接欠陥の影響 その2：工場溶接形式；亀裂進展状況および塑性変形能力
    前田涼太, 田中剛, 上田遼, 山本涼, 畔上進, 的場耕, 塚大空哉
    日本建築学会大会学術講演梗概集（北海道），材料施工, Sep. 2022

  • H形断面梁端溶接部の亀裂進展に及ぼす溶接欠陥の影響 その1：工場溶接形式；欠陥高さを因子とした載荷実験
    山本涼, 田中剛, 上田遼, 前田涼太, 畔上進, 的場耕, 塚大空哉
    日本建築学会大会学術講演梗概集（北海道），材料施工, Sep. 2022

  • 溶接組立箱形断面柱と内ダイアフラムの接合に用いられるエレクトロスラグ溶接施工法に関する研究－その2 溶接条件と形状を変数とした溶接施工試験および三次元熱伝導解析－
    杉浦侑太郎, 浅田勇人, 田中剛, 西澤淳, 大竹秀之
    日本建築学会大会学術講演梗概集（北海道），材料施工, Sep. 2022

  • 露出柱脚基礎梁接合部の終局耐力に関する実験的研究―その１ 中柱形式―
    山口由喜, 田中剛, 小向聖生, 髙田武之
    日本建築学会近畿支部研究報告集，第62号, Jun. 2022

  • 溶融亜鉛めっきを施される鋼構造建築の柱梁接合部に関する研究 その５ 梁偏心型式の場合
    朴一樹, 田中剛, 坂和知美
    日本建築学会近畿支部研究報告集，第62号, Jun. 2022

  • 乾式接合による合理的な柱梁接合部の形成に関する研究 その４：段違い接合部への適用性能に関する検討
    伊原拓哉, 樋口敦也, 多賀謙藏, 田中剛, 浅田勇人, 吉敷祥一
    日本建築学会近畿支部研究報告集，第62号, Jun. 2022

  • 閉鎖断面構造物の内部開口と溶融亜鉛めっき施工性の関係に関する研究 その1 引上げ速度の理論解の誘導
    北野祐司, 浅田勇人, 田中剛, 坂和知美, 北野真帆, 渡会竹志, 村上慶弘, 小林輝昭, 上野悟, 犬伏昭, 藤沢清二
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 材端接合部を半剛接合とした鉄骨小梁の構造特性に関する研究 その2：FEM解析およびDICのひずみ測定による考察
    山内豊英, 田中剛, 森浩二
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 材端接合部を半剛接合とした鉄骨小梁の構造特性に関する研究 その1：実験概要および実験結果
    森浩二, 山内豊英, 田中剛
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 半自動 CO2アーク溶接による冷間ロール成形角形鋼管柱の溶接施工法に関する研究 その3 パイロット曲げ実験結果
    豊島秀我, 浅田勇人, 田中剛, 田渕基嗣
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 半自動 CO2アーク溶接による冷間ロール成形角形鋼管柱の溶接施工法に関する研究 その２ 角部の溶接金属強度および溶接止端部形状
    田渕基嗣, 浅田勇人, 田中剛, 豊島秀我
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 半自動 CO2アーク溶接による冷間ロール成形角形鋼管柱の溶接施工法に関する研究 その１ パイロット実験試験体の角部溶接施工
    古結泰司, 浅田勇人, 田中剛, 豊島秀我, 田渕基嗣
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 溶接組立箱形断面柱と内ダイアフラムの接合に用いられるエレクトロスラグ溶接施工法に関する研究 その1 3次元熱伝導解析の再現性の検証
    杉浦侑太郎, 浅田勇人, 田中剛, 西澤淳, 大竹秀之
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 高電流埋もれアーク溶接を用いた隅肉溶接の施工試験 その１ 溶接条件およびマクロ試験
    吉田文久, 田中剛, 濵田菜緒, 西拓馬, 渡邉崇哉
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 高電流埋もれアーク溶接を用いた隅肉溶接の施工試験 その2 機械的性質および化学成分
    濵田菜緒, 田中剛, 吉田文久, 西拓馬, 渡邉崇哉
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 冷間プレス成形角形鋼管柱の塑性変形能力に与える角部溶接部詳細の影響 その10 550N/mm2級角形鋼管柱の有限要素数値解析
    濱地南美, 田中剛, 浅田勇人, 藤沢清二, 大庭諒介, 田渕基嗣
    日本建築学会大会学術講演梗概集（東海），材料施工, Sep. 2021

  • 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その3 実験
    田中剛, 北野真帆, 坂和知美, 浅田勇人
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その5 実験結果との比較
    坂和知美, 田中剛, 北野真帆, 浅田勇人
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 溶融亜鉛めっきを施される鉄骨造建物の柱梁接合部に関する研究 その4 極限解析による耐力評価
    北野真帆, 田中剛, 坂和知美, 浅田勇人
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 梁端溶接接合部の疲労特性と素材の疲労特性との関係に関する考察 その2 考察
    増田美菜実, 伊藤綾那, 田中剛, 中安誠明
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 梁端溶接接合部の疲労特性と素材の疲労特性との関係に関する考察 その1 実験
    伊藤綾那, 増田美菜実, 田中剛, 中安誠明
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 曲げとせん断を受ける異形隅肉溶接継目の耐力評価 その2 最大耐力の評価
    森はる奈, 田中剛, 野田透子, 浅田勇人, 畔上進, 的場耕
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 曲げとせん断を受ける異形隅肉溶接継目の耐力評価 その1 極限解析
    野田透子, 田中剛, 森はる奈, 浅田勇人, 畔上進, 的場耕
    日本建築学会大会学術講演梗概集（東海），構造III, Sep. 2021

  • 梁端溶接接合部の疲労特性と鋼材の疲労特性との関係に関する考察
    増田美菜実, 田中剛, 中安誠明, 伊藤綾那
    日本建築学会近畿支部研究報告集，第61号, Jun. 2021

  • 溶融亜鉛めっきを施される鋼構造建築の柱梁接合部に関する研究－その４ 耐力評価および設計法－
    坂和知美, 田中剛, 北野真帆, 浅田勇人
    日本建築学会近畿支部研究報告集，第61号, Jun. 2021

  • 溶融亜鉛めっきを施される鋼構造建築の柱梁接合部に関する研究 その３ 破壊モードおよび局部耐力に及ぼす円形孔の影響－
    北野真帆, 田中剛, 坂和知美, 浅田勇人
    日本建築学会近畿支部研究報告集，第61号, Jun. 2021

  • 高電流埋もれアーク溶接による隅肉溶接の施工試験
    濵田菜緒, 田中剛, 吉田文久, 西拓馬, 渡邉崇哉
    日本建築学会近畿支部研究報告集，第61号, Jun. 2021

  • 曲げとせん断を受ける異形隅肉溶接継目の最大耐力評価
    野田透子, 田中剛, 森はる奈, 浅田勇人, 畔上進, 的場耕
    日本建築学会近畿支部研究報告集，第61号, Jun. 2021

  • Ｈ形補強材を付加した角形鋼管柱梁接合部における補強材負担応力の簡易推定法－その 2 簡易力学モデルによる補強材の負担応力の推定－
    中藤 駿, 浅田 勇人, 田中 剛, 奥山 真希
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Ｈ形補強材を付加した角形鋼管柱梁接合部における補強材負担応力の簡易推定法－その 1 外ダイアフラム形式を用いた柱－補強材接合部の局部剛性の推定－
    奥山 真希, 浅田 勇人, 田中 剛, 中藤 駿
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛めっき割れに関する研究- その 6
    藤原有希, 浅田勇人, 田中 剛, 山下 達雄, 宮坂 淳一, 古舘 岳実
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構－その 9 帯筋の補強効果－
    平野 公大, 田中 剛, 浅田 勇人, 前田 純花
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構－その 10 実験因子の影響－
    前田 純花, 田中 剛, 浅田 勇人, 平野 公大
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 実大柱梁部分架構の溶融亜鉛浸漬実験 その 2 実験結果および解析的検討
    浅田 勇人, 田中 剛, 藤原 有希, 小林 輝昭, 上野 悟, 犬伏 昭, 北野 祐司, 渡会 竹志, 村上 慶弘, 藤沢 清二
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 実大柱梁部分架構の溶融亜鉛浸漬実験 その 1 実験計画
    犬伏 昭, 浅田 勇人, 田中 剛, 藤原 有希, 小林 輝昭, 上野 悟, 北野 祐司, 渡会 竹志, 村上 慶弘, 藤沢 清二
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式コンクリート充填超高強度円形鋼管柱梁接合部の弾塑性挙動－その１ 単純模型実験－
    田中 剛, 岡本 真梨子, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式コンクリート充填超高強度円形鋼管柱梁接合部の弾塑性挙動 －その 2 Ｔ字形架構実験および局部耐力－
    岡本 真梨子, 田中 剛, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 一面せん断接合部を有する鋼管ブレースの座屈荷重に与えるガセットプレートの面外曲げ剛性および耐力の影響 その 3 現実的なガセットプレート形状を考慮した座屈荷重算定法
    中井 沙耶, 浅田 勇人, 岡崎 太一郎, 田中 剛
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その 4 床スラブを有する部分架構実験に関する考察
    矢橋 健太郎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 竹内 佑騎, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その 3 床スラブを有する部分架構実験
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 矢橋 健太郎, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Study on methods to improve the plastic deformation capacity of wide-flange column base for steel building structures (Part3)
    LEE JOONKWON, NAKAMURA MASATO, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI, TAKESHIMA TORU, NAKAO TAKAZUMI, UMEMOTO YUYA
    Annual Meeting of AIJ,2018 Tohoku, Sep. 2018, Japanese, 日本建築学会, 仙台市, Domestic conference
    Oral presentation

  • Ｈ形補強材を付加した角形鋼管柱梁接合部における補強材負担応力の簡易推定法
    中藤 駿, 浅田 勇人, 田中 剛
    日本建築学会近畿支部研究発表会, Jun. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に設けられためっき抜き円形孔に発生する溶融亜鉛めっき割れに及ぼす鋼材特性の影響
    藤原有希, 浅田勇人, 田中 剛, 山下 達雄, 宮坂 淳一
    日本建築学会近畿支部研究発表会, Jun. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構に関する研究－その５ 外柱柱脚の接合部破壊に対する帯筋の補強効果－
    前田 純花, 田中 剛, 浅田 勇人, 平野 公大
    日本建築学会近畿支部研究発表会, Jun. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式コンクリート充填超高強度円形鋼管柱梁接合部の弾塑性挙動
    岡本 真梨子, 田中 剛, 浅田 勇人
    日本建築学会近畿支部研究発表会, Jun. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その２ 床スラブを有する場合
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 矢橋 健太郎, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会近畿支部研究発表会, Jun. 2018, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Study on method to improve the plastic deformation capacity of wide-flange steel column bases for steel structure buildings (part2)
    LEE JOONKWON, NAKAMURA MASATO, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI, TAKESHIMA TORU, NAKAO TAKAZUMI, UMEMOTO YUYA
    AIJ kinki Chapter Research Meeting, Jun. 2018, Japanese, 日本建築学会 近畿支部, 大阪市, Domestic conference
    Oral presentation

  • 梁端接合部の破断に与える載荷振幅の影響 その2 鋼種と歪振幅および破断回数との関係
    奥山 真貴, 田中 剛, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端接合部の破断に与える載荷振幅の影響 その1 載荷振幅と歪振幅および破断回数との関係
    田中 剛, 浅田 勇人, 奥山 真貴
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛脆化割れに関する研究 その5 熱応力解析における材料特性のモデル化の影響
    藤原 有希, 浅田 勇人, 田中 剛, 山下 達雄
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 その9 水平スチフナの有無および取り付け位置の影響
    中藤 駿, 浅田 勇人, 田中 剛, 吉見 信之
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 溶接部と母材の強度比が隅肉溶接継目の耐力に与える影響 その2 降伏面に基づく極限解析
    吉末 理沙, 田中 剛, 浅田 勇人, 松山 将太朗
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 溶接部と母材の強度比が隅肉溶接継目の耐力に与える影響 その1 載荷実験
    松山 将太朗, 田中 剛, 浅田 勇人, 吉末 理沙
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構 その8 実験因子の影響
    平野 公大, 田中 剛, 浅田 勇人, 山野 優希
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構 その7 補強筋の効果
    山野 優希, 田中 剛, 浅田 勇人, 平野 公大
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 角形鋼管柱に接合されるH形鋼梁が曲げと軸力を受ける場合の耐力評価 その2 耐力評価式の誘導と有限要素解析による検証
    浅田 勇人, 田中 剛, 吉見 信之
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 角形鋼管柱に接合されるH形鋼梁が曲げと軸力を受ける場合の耐力評価 その1 全塑性耐力の誘導
    吉見 信之, 浅田 勇人, 田中 剛
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式円形鋼管柱梁接合部の耐力評価式
    岡本 真梨子, 田中 剛, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 一面せん断接合部を有する鋼管ブレースの座屈荷重に与えるガセットプレートの面外曲げ剛性および耐力の影響 その2 載荷実験および有限要素解析
    中井 沙耶, 浅田 勇人, 岡崎 太一郎, 田中 剛, 橋岡 昇吾
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 一面せん断接合部を有する鋼管ブレースの座屈荷重に与えるガセットプレートの面外曲げ剛性および耐力の影響 その1 座屈荷重算定式の誘導
    橋岡 昇吾, 浅田 勇人, 岡崎 太一郎, 田中 剛, 中井 沙耶
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • サブマージアーク溶接による先組みビルトH梁端接合部の塑性変形能力 その3 Mシリーズの実験結果および塑性変形能力の分析
    中野 達也, 浅田 勇人, 高塚 康平, 田中 剛, 田渕 基嗣
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • サブマージアーク溶接による先組みビルトH梁端接合部の塑性変形能力 その2 SシリーズおよびLシリーズの実験結果
    高塚 康平, 浅田 勇人, 中野 達也, 田中 剛, 田渕 基嗣
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • サブマージアーク溶接による先組みビルトH梁端接合部の塑性変形能力 その1 実験概要
    田渕 基嗣, 田中 剛, 中野 達也, 浅田 勇人, 高塚 康平
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その2 有限要素解析
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 吉見 信之, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動 その1 部分架構実験
    中尾 尊澄, 浅田 勇人, 田中 剛, 多賀 謙蔵, 竹内 佑騎, 吉見 信之, 竹島 徹, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Study on methods to improve the plastic deformation capacity of wide-flange column base for steel building structures (Part1)
    NAKAMURA MASATO, LEE JOONKWON, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI, TAKESHIMA TORU, NAKAO TAKAZUMI, UMEMOTO YUYA
    Annual Meeting of AIJ,2017 Chugoku, Sep. 2017, Japanese, 日本建築学会, 広島市, Domestic conference
    Oral presentation

  • H形断面部材を用いた鋼構造建築物柱脚部の塑性変形能力改善手法に関する研究（その2）
    LEE Joonkwon, 中村 優人, 多賀 謙藏, 浅田 勇人, 田中 剛, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Study on methods to improve the plastic deformation capacity of wide-flange column base for steel building structures (Part2)
    LEE JOONKWON, NAKAMURA MASATO, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI, TAKESHIMA TORU, NAKAO TAKAZUMI, UMEMOTO YUYA
    Annual Meeting of AIJ,2017 Chugoku, Sep. 2017, Japanese, 日本建築学会, 広島市, Domestic conference
    Oral presentation

  • H形断面部材を用いた鋼構造建築物柱脚部の塑性変形能力改善手法に関する研究（その1）
    中村 優人, LEE Joonkwon, 多賀 謙藏, 浅田 勇人, 田中 剛, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会大会学術講演会, Sep. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に設けられるめっき抜き円形孔周辺に発生する溶融亜鉛めっき割れに関する解析的検討
    藤原 有希, 浅田 勇人, 田中 剛, 山下 達雄
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にＨ形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 ‐その8 水平スチフナの有無および取り付け位置の影響‐
    中藤 駿, 浅田 勇人, 田中 剛, 吉見 信之
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 溶接部と母材の強度比が隅肉溶接継目の耐力に与える影響
    松山 将太朗, 田中 剛, 浅田 勇人, 吉末 理沙
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構に関する研究 ‐その4 外柱柱脚の接合部耐力に対する補強筋の効果
    平野 公大, 田中 剛, 浅田 勇人, 山野 優希
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 角形鋼管柱に接合されるH形鋼梁が曲げと軸力を受ける場合の梁端接合部の耐力評価
    吉見 信之, 浅田 勇人, 田中 剛
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 一面せん断接合部を有する鋼管ブレースの座屈荷重に与えるガセットプレートの面外曲げ剛性および耐力の影響
    中井 沙耶, 浅田 勇人, 岡崎 太一郎, 田中 剛, 橋岡 昇吾
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • サブマージアーク溶接による先組みビルトＨ梁端接合部の塑性変形能力 その4 有限要素解析
    浅田 勇人, 田中 剛, 殿井 雅之, 高塚 康平, 田渕 基嗣
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • ガセットプレートが取り付く外ダイアフラム形式箱形断面柱梁接合部の弾塑性挙動
    竹内 佑騎, 浅田 勇人, 田中 剛, 多賀 謙蔵, 吉見 信之, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • H形断面部材を用いた鋼構造建築物柱脚部の塑性変形能力改善手法に関する研究
    LEE Joonkwon, 中村 優人, 多賀 謙藏, 浅田 勇人, 田中 剛, 竹島 徹, 中尾 尊澄, 梅本 優也
    日本建築学会近畿支部研究発表会, Jun. 2017, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Methods to improve the plastic deformation capacity of H-shaped column base for steel structure buildings
    NAKAMURA MASATO, LEE JOONKWON, TAGA KENZO, ASADA HAYATO, TANAKA TUYOSHI, TAKESHIMA TORU, NAKAO TAKAZUMI, UMEMOTO YUYA
    AIJ kinki Chapter Research Meeting, Jun. 2017, Japanese, 日本建築学会 近畿支部, 大阪市, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛脆化割れに関する研究‐その4 数値解析による各因子の影響分析‐
    高倉 正幸, 浅田 勇人, 田中 剛, 山下 達雄, 西澤 淳
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛脆化割れに関する研究‐その3 浸漬測定実験および熱伝導・熱応力解析‐
    浅田 勇人, 田中 剛, 高倉 正幸, 山下 達雄, 西澤 淳
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛脆化割れに関する研究- その2 溶融亜鉛脆化割れに及ぼす影響因子の検討-
    西澤 淳, 山下 達雄, 田中 剛, 浅田 勇人, 高倉 正幸, 古館 岳実
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁端ウェブ接合部に発生する溶融亜鉛脆化割れに関する研究- その1 小型モデル試験体を用いた溶融亜鉛脆化割れの再現実験-
    山下 達雄, 西澤 淳, 田中 剛, 浅田 勇人, 高倉 正幸, 古館 岳実
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH 形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 －その8 補強材と水平スチフナを併用した補強構法の検証（有限要素解析）
    上原 拓馬, 浅田 勇人, 田中 剛, 中藤 駿, 吉見 信之
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH 形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 －その7 補強材と水平スチフナを併用した補強構法の検証（部分架構実験）－
    上原 拓馬, 浅田 勇人, 田中 剛, 中藤 駿, 吉見 信之
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH 形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 －その6 梁下に補強材を取り付ける場合の設計方針と梁端接合部の耐力評価－
    吉見 信之, 浅田 勇人, 田中 剛, 中藤 駿, 上原 拓馬
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構 －その6 各因子の影響－
    平野 公大, 田中 剛, 浅田 勇人, 山野 優希
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構 －その5 外柱柱脚の実験－
    山野 優希, 田中 剛, 浅田 勇人, 平野 公大
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • t=27)の載荷実験
    橋岡 昇吾, 浅田 勇人, 岡崎 太一郎, 田中 剛, 中井 沙耶
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 隅肉溶接継目および部分溶込み溶接継目の耐力評価 －その2 FEA および実験との比較－
    吉末 理沙, 田中 剛, 浅田 勇人, 田中 未咲
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 隅肉溶接継目および部分溶込み溶接継目の耐力評価 －その1 降伏面に基づく極限解析－
    田中 未咲, 田中 剛, 浅田 勇人, 吉末 理沙
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 管通し平板ガセット形式接合部を有するブレースの座屈荷重に与えるガセットプレート剛性の影響
    橋岡 昇吾, 浅田 勇人, 岡崎 太一郎, 田中 剛, 中井 沙耶
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式超高強度円形鋼管柱梁接合部の弾塑性挙動 －その2 局部耐力および塑性変形能力－
    岡本 真梨子, 田中 剛, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式超高強度円形鋼管柱梁接合部の弾塑性挙動 －その1 載荷実験－
    田中 剛, 岡本 真梨子, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 その7 補強材と水平スチフナを併用した補強構法の検証
    中藤 駿, 浅田 勇人, 田中 剛, 上原 拓馬, 吉見 信之
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH形鋼を高力ボルト接合により付加する耐震補強構法に関する研究 その6 梁下に補強材を取り付ける場合の設計方針と梁端接合部の耐力評価
    吉見 信之, 浅田 勇人, 田中 剛, 中藤 駿, 上原 拓馬
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構に関する研究 その3 外柱柱脚のパンチングシヤー破壊
    平野 公大, 田中 剛, 浅田 勇人, 山野 優希
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 隅肉溶接継目および部分溶込み溶接継目の耐力評価 その２ FEAおよび実験との比較
    吉末 理沙, 田中 剛, 浅田 勇人, 田中 未咲
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 隅肉溶接継目および部分溶込み溶接継目の耐力評価 その１ 降伏面に基づく極限解析
    田中 未咲, 田中 剛, 浅田 勇人, 吉末 理沙
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 外リングダイアフラム形式超高強度円形鋼管柱梁接合部のＴ字形架構実験
    岡本 真梨子, 田中 剛, 浅田 勇人
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • サブマージアーク溶接による先組みビルトH梁端接合部の塑性変形能力 その2
    殿井 雅之, 浅田 勇人, 田中 剛, 福井 良祐, 高塚 康平, 吹田 啓一郎, 遠山 和裕, 鎌倉 和彦
    日本建築学会近畿支部研究発表会, Jun. 2016, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH 形鋼を高力ボルト接合により付加する耐震補強構法に関する研究，－その5 角形鋼管柱梁接合部を対象とした実験の結果と有限要素解析による検証－
    上原 拓馬, 浅田 勇人, 田中 剛, 山田 哲, 的場 弘晃
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にH 形鋼を高力ボルト接合により付加する耐震補強構法に関する研究，－その4 角形鋼管柱梁接合部を対象とした実験の概要－
    的場 弘晃, 浅田 勇人, 田中 剛, 山田 哲, 上原 拓馬
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構－その4 各因子が応力伝達機構に与える影響－
    山野 優希, 浅田 勇人, 田中 剛, 富谷 保彰
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構－その3 外柱形式を対象とした実験－
    富谷 保彰, 浅田 勇人, 田中 剛, 山野 優希
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 二段階振幅繰返し載荷履歴を受ける合成梁の変形能力，塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力 その23
    吉見 信之, 田中 剛, 浅田 勇人, 魚住 奈緒美
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 接合部性能に着目したブレース付ラーメンの耐震性能評価 その2 円形鋼管ブレース(D/t=18) の載荷実験 （実験結果）
    橋岡 昇吾, 浅田 勇人, 岡崎 太一郎, 田中 剛
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 接合部性能に着目したブレース付ラーメンの耐震性能評価 その2 円形鋼管ブレース(D/t=18) の載荷実験 (実験計画）
    浅田 勇人, 岡崎 太一郎, 田中 剛, 橋岡 昇吾
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 斜方隅肉溶接継目の最大耐力評価
    田中 未咲, 田中 剛, 浅田 勇人
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 角形鋼管柱の塑性変形能力に及ぼす溶接欠陥の影響‐その 4 CTOD による欠陥評価‐
    髙倉 正幸, 田中 剛, 浅田 勇人, 上田 遼, 中澤 良道, 鎌倉 和彦
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • フランジに780N/mm2 級鋼材を用いた異種鋼材H 形断面を柱材とする鋼架構の力学特性に関する研究(その2 実験結果)
    加藤 彰浩, 山下 玲士, 大和田 尚吾, 浅田 勇人, 多賀 謙藏, 田中 剛
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • フランジに780N/mm2 級鋼材を用いた異種鋼材H 形断面を柱材とする鋼架構の力学特性に関する研究(その1 実験計画)
    山下 玲士, 加藤 彰浩, 大和田 尚吾, 浅田 勇人, 多賀 謙藏, 田中 剛
    日本建築学会大会学術講演会, Sep. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にＨ形鋼を高力ボルト接合により付加する耐震補強構法に関する研究，－その5 角形鋼管柱梁接合部を対象とした実験の結果と有限要素解析による検証－
    上原 拓馬, 浅田 勇人, 田中 剛, 山田 哲, 的場 弘晃
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 梁にＨ形鋼を高力ボルト接合により付加する耐震補強構法に関する研究，－その4 角形鋼管柱梁接合部を対象とした実験の概要と設計方針－
    的場 弘晃, 浅田 勇人, 田中 剛, 山田 哲, 上原 拓馬
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 埋込み柱脚基礎梁接合部の応力伝達機構に関する研究，－その2 外柱形式を対象とした実験－
    山野 優希, 富谷 保彰, 浅田 勇人, 田中 剛
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 柱の塑性変形能力に及ぼす溶接欠陥の影響- その2 欠陥高さを因子とした載荷実験およびCTOD による欠陥評価-
    髙倉 正幸, 田中 剛, 浅田 勇人, 上田 遼, 中澤 良道, 鎌倉 和彦
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力，－その21 二段階振幅繰返し載荷履歴を受ける合成梁の変形能力－
    吉見 信之, 田中 剛, 浅田 勇人, 魚住 奈緒美
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • 斜方隅肉溶接継目の最大耐力評価
    田中 未咲, 田中 剛, 浅田 勇人
    日本建築学会近畿支部研究発表会, Jun. 2015, Japanese, 日本建築学会, Domestic conference
    Oral presentation

  • Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures
    OOWADA SHOGO, KINOSHITA YASUHITYO, ENDO CHIHIRO, ASADA HAYATO, TAGA KENZO, TANAKA TUYOSHI
    2014 AIJ Annual Meeting, Sep. 2014, Japanese, 神戸大学, Domestic conference
    Oral presentation

  • Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures part1
    KINOSHITA YASUHITYO, OOWADA SHOGO, ENDO CHIHIRO, ASADA HAYATO, TAGA KENZO, TANAKA TUYOSHI
    2014 AIJ Annual Meeting, Sep. 2014, Japanese, 神戸大学, Domestic conference
    Oral presentation

  • The Proposal of design method and Reinforcing Detail for Existing Steel Frame Buildings Subjected to Excessive Large Earthquakes.
    TOYOSHIMA KENTA, INAKA YASUHO, ASADA HAYATO, TAGA KENZO, TANAKA TUYOSHI, TANABE YOSHIKAZU, SUITA KEIICHIRO
    2014 AIJ Kinki Chapter Research Meeting, Jun. 2014, Japanese, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • Study on the Application of Hybrid Steel Column with High Strength flange to large scale structures
    OOWADA SYOGO, ENDO CHIHIRO, KINOSHITA YASUHITO, ASADA HAYATO, TAGA KENZO, TANAKA TUYOSHI
    2014 AIJ Kinki Chapter Research Meeting, Jun. 2014, Japanese, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • Study on Reinforcing Detail of Beam-to-Column Connections in Existing high-rise Buildings -Part2-
    TOYOSIMA KENTA, INAKA YASUHO, TAGA KENZO, TANABE YOSHIKAZU, ASADA HAYATO, TANAKA TSUYOSHI, SUITA KEIICHIRO
    2013 AIJ Annual Meeting, Aug. 2013, Japanese, 北海道大学, Domestic conference
    Oral presentation

  • Study on Reinforcing Detail of Beam-to-Column Connections in Existing high-rise Buildings -Part1-
    INAKA YASUHO, TOYOSIMA KENTA, TAGA KENZO, TANABE YOSHIKAZU, ASADA HAYATO, TANAKA TSUYOSHI, SUITA KEIICHIRO
    2013 AIJ Annual Meeting, Aug. 2013, Japanese, 北海道大学, Domestic conference
    Oral presentation

  • Analytical Study On Reinforcing Detail of Beam-Column Connections in Existing High-Rised Buildings
    INAKA YASUHO, TOYOSIMA KENTA, TAGA KENZO, TANABE YOSHIKAZU, TANAKA TSUYOSHI, SUITA KEIICHIRO
    2013 AIJ Kinki Chapter Research Meeting, Jun. 2013, Japanese, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake Part6：Proposal of Steel Building Design Method
    NISHIMURA Katsuhisa, TAGA Kenzo, FUKUMOTO Yoshiyuki, TANAKA Yoshikazu, SUITA Keiichirou, TADA Motohide, TANAKA Tsuyoshi, MUKAIDE Seiji
    日本建築学会大会, Aug. 2011, Japanese, 早稲田大学, Domestic conference
    Oral presentation

  • Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake Part7 : Study on Steel Building
    HORIMOTO Akinobu, NISHIMURA Katsuhisa, TAGA Kenzo, SUITA Keiichirou, TADA Motohide, TANAKA Tsuyoshi, MUKAIDE Seiji, TSUKAKOSHI Haruo
    日本建築学会大会, Aug. 2011, Japanese, 早稲田大学, Domestic conference
    Oral presentation

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm Part 2 Tensile Test of RHS-Column to Beam Connections with Exterior (Experimental Plans and Results)
    TANAKA TSUYOSHI
    日本建築学会大会, Sep. 2005, Japanese, 日本建築学会, 北海道大学, Domestic conference
    Oral presentation

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm Part 1 Derivation of Collapse Load
    JIN CHENG LONG, TANAKA TSUTOSHI
    日本建築学会大会, Sep. 2005, Japanese, 日本建築学会, 北海道大学, Domestic conference
    Oral presentation

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm Part 3 Tensile Test of RHS-Column to Beam Connections with Exterior (Experimental Results and Consideration) and FEM Analysis
    TANAKA TSUYOSHI
    日本建築学会大会, Sep. 2005, Japanese, 日本建築学会近畿支部, 北海道大学, Domestic conference
    Oral presentation

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm Part 2 Tensile Test of RHS-Column to Beam Connections with Exterior
    TANAKA TSUYOSHI
    日本建築学会近畿支部研究発表会, Jun. 2005, Japanese, 日本建築学会近畿支部, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • A Study on RHS-Column to Beam Connections with Exterior Diaphragm Part 1 Derivation of Collapse Load
    TANAKA TSUYOSHI, JIN CHENG LONG
    日本建築学会近畿支部研究発表会, Jun. 2005, Japanese, 日本建築学会近畿支部, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • Experimental Study on the Behavior of Post-Installed Anchors Subjected to Shear-Tensile Combined Loads -Part 3 Influence of Filler Monrtar and Loading History-
    KATAOKA TATSURO, TABUCHI MOTOTSUGU, TANAKA TSUYOSHI
    日本建築学会近畿支部研究発表会, Jun. 2005, Japanese, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • Experimental Study on the Behavior of Post-Installed Anchors Subjected to Shear-Tensile Combined Loads -Part 2 Influence of Load Ratio-
    KATAOKA TATSURO, TABUCHI MOTOTSUGU, TANAKA TSUYOSHI
    日本建築学会近畿支部研究発表会, Mar. 2005, Japanese, 日本建築学会近畿支部, 大阪工業技術専門学校, Domestic conference
    Oral presentation

  • 断面形状の異なる柱に鋼製エンドタブを用いて溶接接合された梁の塑性変形能力 その2.破壊状況
    藤本 俊宏, 田渕 基嗣, 田中 剛, 井口 智晴
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 弱軸H形断面柱梁接合部パネルの全塑性耐力の評価 その1.有限要素解析
    難波 尚, 田渕 基嗣, 田中 剛
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 現場混用形式による角形鋼管柱梁接合部の力学的性状に関する研究 その5.2列配置時の挙動
    江見 卓郎, 田渕 基嗣, 田中 剛, 難波 尚, 長谷 洋司, 三輪 剛
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 現場混用形式による角形鋼管柱梁接合部の力学的性状に関する研究 その4.1列配置時の挙動
    江見 卓郎, 田渕 基嗣, 田中 剛, 難波 尚, 長谷 洋司, 三輪 剛
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 形状の異なる柱に鋼製エンドタブを用いて溶接接合された梁の塑性変形能力 その1.実験概要
    藤本 俊宏, 田渕 基嗣, 田中 剛, 井口 智晴
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • スプリットティー形式引張接合部の有限要素解析
    太田 悠紀, 田渕 基嗣, 田中 剛, 難波 尚
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 2方向載荷を受ける増圧形式角形鋼管柱梁接合部の弾塑性挙動 その1.実験結果
    難波 尚, 田渕 基嗣, 田中 剛
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 2方向載荷を受ける鋼管柱梁接合部の弾塑性挙動に関する研究 その5.軸力比の影響
    米田 直樹, 田渕 基嗣, 田中 剛, 難波 尚, 日浦 博和, 森田 隆司
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 2方向加力を受ける鋼管柱梁接合部の弾塑性挙動に関する研究 その6.有限要素解析
    米田 直樹, 田渕 基嗣, 田中 剛, 難波 尚, 日浦 博和, 森田 隆司
    日本建築学会大会学術講演梗概集, 2004, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 梁端部の溶接欠陥が梁の塑性変形能力に及ぼす影響 その7 溶接部の超音波探傷
    笠原 基弘, 田渕 基嗣, 田中 剛, 石原 完爾, 横田 和伸, 藤田 哲也, 三村 麻里, 吉村 鉄也, 安井 一浩
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 梁端部の溶接欠陥が梁の塑性変形能力に及ぼす影響 その6 鋼材および溶接部の材料特性
    横田 和伸, 田渕 基嗣, 田中 剛, 吉村 鉄也, 安井 一浩, 石原 完爾, 藤田 哲也, 三村 麻里
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 梁端部の溶接欠陥が梁の塑性変形能力に及ぼす影響 その5 実験計画
    田渕 基嗣, 田中 剛, 吉村 鉄也, 安井 一浩, 石原 完爾, 横田 和伸, 藤田 哲也, 三村 麻里
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 溶接部の溶接欠陥が梁の塑性変形能力に及ぼす影響 その3 ダイアフラム,溶接部,梁フリンジの強度比の影響－
    吉村 鉄也, 田渕 基嗣, 田中 剛, 安井 一浩
    日本建築学会近畿支部研究報告集, 2003, Japanese, 日本建築学会近畿支部, 未記入, Domestic conference
    Oral presentation

  • 溶接始終端に人工欠陥を設けた実大接合部の載荷実験－鉄骨造柱梁溶接接合部の構造特性に与える溶接欠陥の影響（第2報）
    吉村 鉄也, 田渕 基嗣, 田中 剛, 安井 一浩
    溶接学会全国大会講演概要, 2003, Japanese, 溶接学会, 大阪大学コンベンションセンター, Domestic conference
    Oral presentation

  • 溶接始終端に人工欠陥を設けた実大接合部の載荷実験－鉄骨造柱梁溶接接合部の構造特性に与える溶接欠陥の影響（第1報）
    安井 一浩, 田渕 基嗣, 田中 剛, 吉村 鉄也
    溶接学会全国大会講演概要, 2003, Japanese, 溶接学会, 大阪大学コンベンションセンター, Domestic conference
    Oral presentation

  • 上下階で柱幅が異なる角形鋼管柱梁接合部に関する研究 その2解析結果
    富田 洋平, 田渕 基嗣, 田中 剛
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 上下階で柱幅が異なる角形鋼管柱梁接合部に関する研究 その1予備数値解析
    田中 剛, 田渕 基嗣, 富田 洋平
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 上下階で柱幅が異なる角形鋼管柱梁接合部に関する研究 その1予備数値解析
    田中 剛, 田渕 基嗣, 富田 洋平
    日本建築学会近畿支部研究報告集, 2003, Japanese, 日本建築学会近畿支部, 未記入, Domestic conference
    Oral presentation

  • 現場混用接合形式による角形鋼管柱梁接合部の力学的性状に関する研究 その3.鋼管幅厚比の影響・実験結果
    江見 卓郎, 田渕 基嗣, 田中 剛, 難波 尚, 長谷 洋司
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 現場混用接合形式による角形鋼管柱梁接合部の力学的性状に関する研究 その2.鋼管幅厚比の影響・実験計画
    長谷 洋司, 田渕 基嗣, 田中 剛, 難波 尚, 江見 卓郎
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 現場混用接合形式による角形綱管柱梁接合部の力学的性状に関する研究 その2.鋼管幅厚比の影響
    長谷 洋司, 田渕 基嗣, 田中 剛, 難波 尚, 江見 卓郎
    日本建築学会近畿支部研究報告集, 2003, Japanese, 日本建築学会近畿支部, 未記入, Domestic conference
    Oral presentation

  • パス間温度及び入熱量が溶接施工効率に与える影響
    西田 祐三, 田渕 基嗣, 田中 剛, 横山 重和, 吉村 鉄也, 中野 利彦
    日本建築学会近畿支部研究報告集, 2003, Japanese, 日本建築学会近畿支部, 未記入, Domestic conference
    Oral presentation

  • 2方向加力を受ける角柱鋼管柱梁接合部パネルの弾塑性挙動に関する研究 その4 載荷実験結果
    米田 直樹, 田渕 基嗣, 田中 剛, 難波 尚, 日浦 博和
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 2方向加力を受ける角柱鋼管柱梁接合部パネルの弾塑性挙動に関する研究 その3 載荷実験概要
    日浦 博和, 田渕 基嗣, 田中 剛, 難波 尚, 米田 直樹
    日本建築学会大会学術講演梗概集, 2003, Japanese, 日本建築学会, 未記入, Domestic conference
    Oral presentation

  • 2方向加力を受ける角柱鋼管柱梁接合部パネルの弾塑性挙動に関する研究
    日浦 博和, 田渕 基嗣, 田中 剛, 難波 尚, 米田 直樹
    日本建築学会近畿支部研究報告集, 2003, Japanese, 日本建築学会近畿支部, 未記入, Domestic conference
    Oral presentation

  • 梁端溶接部の亀裂進展に及ぼす溶接欠陥の影響―その１ 工場溶接形式における欠陥高さを因子とした載荷実験―
    前田涼太, 田中剛, 上田遼, 山本涼, 畔上進, 的場耕, 塚大空哉
    日本建築学会近畿支部研究報告集，第62号

  • 露出柱脚基礎梁接合部の終局耐力に関する実験的研究 その2. 各因子の影響および耐力評価
    小向聖生, 田中剛, 山口由喜, 髙田武之, 西村有司, 平野公大
    日本建築学会大会学術講演梗概集（北海道），構造III

  • 露出柱脚基礎梁接合部の終局耐力に関する実験的研究 その1．載荷実験
    山口由喜, 田中剛, 小向聖生, 髙田武之, 西村有司, 平野公大
    日本建築学会大会学術講演梗概集（北海道），構造III

■ Affiliated Academic Society
  • 日本コンクリート工学会

  • 日本鋼構造協会

  • 溶接学会

  • 日本建築学会

■ Research Themes
  • Evaluation of weld defects in steel buildings
    田中 剛, 多賀 謙蔵, 浅田 勇人, 高塚 康平
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B), Grant-in-Aid for Scientific Research (B), Kobe University, Apr. 2020 - Mar. 2024
    本研究の目的は，溶接欠陥が構造性能に与える影響を構造実験により把握した上で力学的に解明し，合理的な判定ルールに基づいた検査規準を構築することである。 2020年度の前半では，既往の実験資料を収集・整理し，欠陥の寸法因子と実験結果との関係をデータベース化するとともに，試験体をモデル化した有限要素数値解析（FEA）を行い，欠陥周辺の応力状態・歪状態を把握した。既往の実験結果およびFEAの結果に基づき，梁端溶接接合部を対象とした試験体の実験計画を立案し試験体を製作した。試験体は，梁にH-500×200×10×16（SN490B），柱に350×350×16(BCR295)を用い，梁と柱を通しダイアフラム形式で接合したT字形試験体である。 工場溶接形式を想定した外開先の溶接部の始終端に，鋼片を挿入することにより人工的な欠陥を設けた。実験因子は，溶接欠陥の寸法（欠陥高さh，欠陥長さL）である。①欠陥無し，②h=5mm，L=5mm，③h=10mm，L=5mm，④h=15mm，L=5mm，⑤h=19mm，L=5mm，⑥h=5mm，L=15mm，の6体の試験体を製作した。また，同時に溶接部の機械的性質を調べるために，溶接継手試験体も製作した。溶接はCO2ガスシールドアーク溶接（YGW11）により行い，積層方法は4層5パスである。溶接施工時には，電流，電圧，溶接速度およびパス間温度を計測した。 試験体の製作終了後，フェーズドアレイ探傷試験を行った。この試験記録は，構造実験終了時に実際に入っていた欠陥と比較することにより，フェーズドアレイ探傷の探傷精度を検証することに用いる。

  • 高い耐震性と鋼部材の再利用性を兼ね備えた低コストリジリエントフレームの開発
    多賀 謙蔵, 吉敷 祥一, 浅田 勇人, 田中 剛
    日本学術振興会, 科学研究費助成事業, 基盤研究(C), 神戸大学, 01 Apr. 2020 - 31 Mar. 2023
    これまで鋼構造の接合部設計は乾式接合においても被接合材の塑性変形能力を活かすために接合部耐力を確保することが基本であったが、この場合、大地震に被災した時に被接合材である大梁あるいは柱が損傷するため、被災後の継続使用が困難になることが懸念される。大地震に被災した後でも早期に建物の継続使用・機能回復が可能となるように、接合部品を意図的に先行降伏させることで被接合材を弾性に保ち，損傷した接合部品のみを取り替え可能な架構システムを開発する目的で、H形強軸柱とH形梁をスプリットティ接合する架構を対象として，目的に叶うスプリットティの設計法に資するための解析的検討ならびに実験的検討を行った。 今年度は、前年度にト字型架構を対象として行った実験によって、ティフランジの切削加工を適切に施すことで，塑性変形能力を向上させられる結果を得たことを踏まえて、柱への負荷が大きい十字型とした場合の影響、ならびに左右の梁段差の有無の影響を検討する目的で、2体の十字架構試験体を製作して地震時の挙動を模した載荷実験を実施し、次の知見を得た。 ・接合部に段違いを施すことで補剛領域が拡大し，弾性剛性が上昇するとともにスプリットティの変形負担割合が増加するがその程度は僅かであり，提案構法が段違い接合部にも十分適用可能である．

  • Development of Design Methodology of Steel Beam-to-column Connections Subjected to Bending and Axial Force
    浅田 勇人, 吉敷 祥一, 田中 剛
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), 01 Apr. 2019 - 31 Mar. 2023
    本研究は，曲げと同時に軸方向力が作用する梁端接合部の載荷実験および数値解析を通じて，その現実的な性能を実証し，その結果から，軸方向力の影響を陽に考慮した設計法を構築することを目的とする。具体的には軸方向力を考慮した最大曲げ耐力を明らかにするとともに，塑性変形能力を確保する観点から，梁端接合部に許容できる軸方向力の限界値を明確にする。 研究3年目は，2年目に引き続き，引張軸力下の梁端接合部の耐力および塑性変形能力を実証するために，柱梁部分架構試験体の載荷実験を行う予定であった。ただし，本年度も新型コロナウイルスに加え，研究代表者の異動の影響によって，研究体制を十分に整えることができず，実験遂行までには至らなかった。そこで，2021年度は，実験に先立って理論解析から最大耐力曲げ評価式について検討を行った。具体的には，これまで構築した軸力下の梁端接合部の全塑性曲げ耐力の評価式を最大耐力の評価式へ拡張する方法を検討した。最大曲げ耐力の評価にあたっては，軸力下の最大曲げ耐力を片側のフランジの軸力がフランジの最大軸力（引張強さ×断面積）に到達したときの曲げモーメントと仮定し，軸力の大小によって変動する塑性中立軸の位置を考慮した5種類の崩壊機構と釣合条件に基づき導出した。数値解析との照合から，引張軸力の大小や柱スキンプレート厚にかかわらず，概ね梁端接合部の最大曲げ耐力を適正に評価できることを明らかにした。

  • Establishment of seismic design and evaluation method of safety function continuity of steel buildings against multiple strong earthquakes
    Yamada Satoshi
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), 01 Apr. 2017 - 31 Mar. 2022
    In this study, the seismic performance of steel buildings under multiple strong earthquakes such as the Kumamoto earthquake was examined by systematic experiments and analysis. From analytical results of inelastic response analysis on middle and low-rise steel buildings, it was found that it did not collapse even after receiving five earthquakes of design level strength. Furthermore, it was found that it does not collapse even if it receives three earthquakes that are twice as strong as the design level. However, if a large earthquake above the design level is experienced, the function of the building will be lost due to damage to the inner wall, so avoiding damage to non-structural elements is a necessary measure for maintaining the function of the buildings.

  • 多賀 謙蔵
    科学研究費補助金／基盤研究(B), Apr. 2016 - Mar. 2019
    Competitive research funding

  • 田中 剛
    学術研究助成基金助成金／基盤研究(C), Apr. 2015 - Mar. 2018, Principal investigator
    Competitive research funding

  • 多賀 謙蔵
    学術研究助成基金助成金／基盤研究(C), Apr. 2013 - Mar. 2016
    Competitive research funding

  • TANAKA TSUYOSHI
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), Kobe University, 2011 - 2013, Principal investigator
    This study discusses the influence of various weld defects of weld connections on plastic deformation capacity of steel members used for moment frames. In application of ceramic end tabs for beam flange weld in beam-to-column welded connection, the defect of penetration is often observed at the start and the end points of the weld first pass. Tests on sub-assemblages were carried out to clarify the influence of the location of defect, the length of defect, welding type (shop welding or field welding) and the strength of weld metal. When square hollow section columns are welded to through diaphragms, the defect of penetration is often observed at column corner. Tests were carried out to clarify the influence of the location of defect, the height of defect and the loading direction (0 degree or 45 degree). For the purpose of examining the strain concentration at the beam end or column end, the numerical analyses were carried out by using the general finite element program.
    Competitive research funding

  • Improvement of Plastic Deformation Capacity of Steel High-rise Buildings against Various Strong Ground Motions
    SUITA Keiichiro, TANAKA Tsuyoshi, NAKASHIMA Masayoshi, HAYASHI Yasuhiro, SATO Atsushi, KOETAKA Yuji
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kyoto University, 2009 - 2012
    In order to evaluate deformation capacity of moment connections until fracture for steel high-rise buildings subjected to long-period long-duration ground motion, a series of constant and varying amplitude cyclic loading tests were conducted. The effect of strength of connection, welding details and floor slab on deformation capacity were quantitatively indicated and the prediction method to estimate propagation of cracks was proposed to evaluate deformation capacity until fracture of connection. A method to strengthen moment connections by thick flange is proposed and its effectiveness is experimentally indicated

  • Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Shear force
    TABUCHI Mototsugu, NAMBA Hisashi, TANAKA Tsuyoshi
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kobe University, 2001 - 2003
    This report presents the results of experimental and analytical study on the shear behavior of hollow section column-to-H beam joint panels subjected to two direction force in space assemblages. Ten Tests were carried out using connection assemblages subjected to cyclic lateral loading. Test specimens are as follows : 1. Five space assemblages with square hollow section panel: aspect ratio = 1.0, 1.5, 2.0, axial force ratio =0, 0.25, 0.5 2. Three plane assemblages with square hollow section panel: aspect ratio = 1.0, 1.5, 2.0, axial force ratio =0 3. Two space assemblages with circular hollow section panel: aspect ratio = 1.5, axial force ratio =0, 0.5 The following conclusions can be made : 1. The shear strength of the joint panels subjected to two directions force is more than it of the joint panels subjected to one direction force. 2. In the case of plane assemblages subjected to one direction force, the aspect ratio of joint panels has no influence on the shear strength of the joint panels. On the other hand, in the case of space assemblages subjected to two directions force, the shear strength decreases as the aspect ratio of joint panel, because bending moment of the joint panels affects the distribution of the shear stress. 3. The lowering ratio of shear strength with the increasing ratio of the aspect ratio in the case of circular hollow section panels is less than it in the case of square hollow section panels. 4. The beam webs connecting the joint panels reduce the axial force of the joint panels. So, the axial force ratio of the joint panels in space assemblages is less than it in plane assemblages.

  • Study on Seismic Evaluation and Seismic Retrofit for Exposed Column Bases used in Gymnasiums
    TANAKA Tsuyoshi, TABUCHI Mototsugu
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), Kobe University, 2000 - 2001
    This report presents the results of experimental study on seismic retrofit for exposed column bases by post-installed anchors. Elasto-plastic behavior of exposed column bases and the effect of seismic retrofit are discussed. The test parameter is the number of the post-installed anchors. The test specimen is composed of the steel frame with the braces and the concrete footing beam. Three specimens are tested under horizontal load. The following conclusions can be made : 1. The all specimens failed due to fracture in the threaded portion of the previous anchor bolts 2. Cracks on the concrete footing beam were observed for the specimens with post-installed anchors. The cracks were caused by the corn failure of the post-installed anchors. 3. For the post-installed anchors, the remarkable flexural deformation was observed. This flexural deformation deprived the bond stress between the post-installed anchors and the concrete beam. 4. The evaluation for the tensile strength of column bases is available for the all specimens. 5. The evaluation for the shear strength of column bases overestimates the test results.

  • Effects of Shear Behavior of Column-to-Beam Joint Panels on Beam Frexural Behavior
    TABUCHI Mototsugu, TANAKA Tsuyoshi
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), Kobe University, 1999 - 2000
    When moment resisting steel frames are subjected to severe earthquake, high shear stress occurs in the panel zones of column-to-beam connections. The shear deformation of panel zones may induce secondary stress into the beam flange at the connection, and may cause the brittle fractures at the beam end In this study, loading tests were carried out to investigate the effects of the shear deformation of panel zones on the beam flexural behavior. Further, for the purpose of examining the strain distribution at the connection, numerical elasto-plastic analyses were carried out by using the finite element program. The Mowing conclusions can be made : 1. The shear deformation of panel zones induces secondary stress into the beam flange at the connection, and increases the strain concentration at the beam flange. 2. If the fracture toughness of the beam flange material is high, the brittle fracture of the beam flange cannot occur in early stage. So, the shear yielding of the panel zone can relieve the amount of plastic deformation that must be accommodated in the beam. As the result, the deformation capacity of frames increases as the panel to beam strength ratio decreases. 3. In the case of the beam flange with low fracture toughness, the brittle fracture of the beam flange occurred, even if the panel to beam strength ratio was 0.85. In these tests, the fracture mode (ductile or brittle) depends on the test temperature rather than the panel to beam strength ratio. Therefore, although the panel yielding precedes the beam yielding, it is necessary to avoid the use of the beam flange with low fracture toughness, or to improve the connection detail in order to keep out the occurrence of shear cracks.

  • 角形鋼管柱を用いた鉄骨造建物における露出型柱脚の耐震性能に関する研究
    田中 剛
    日本学術振興会, 科学研究費助成事業, 奨励研究(A), 神戸大学, 1997 - 1998
    1997年兵庫県南部地震において鉄骨造建物の露出柱脚に見られたアンカーボルトの破断現象の原因を追求するとともに,度とこのような被害を起こさないための合理的な柱脚設計法を確立するために,骨組数値解析および構造実験を行い,露出柱脚の弾塑性挙動および変形能力を検討した。 まず,骨組数値解析を行うことにより,アンカーボルトの破断を生じさせるに至った設計上の問題点を検討した。その結果,上部骨組が崩壊機構に達するような大地震時では,一般に側柱柱脚は引張軸力状態となるが,従来の設計法では,この点に対する配慮が欠けていたことが明らかとなった。 この結果を踏まえ、既往の実験例からでは推定できない引張軸力下にある露出柱脚の弾塑性挙動および塑性変形能力を検討するために,角形鋼管柱,露出柱脚および基礎コンクリートからなる試験体に対して曲げせん断実験を行った。実験変数は,1)柱引張軸力,2)アンカーボルトの配置,3)載荷方向(0ﾟ方向載荷,45°方向載荷),4)シャープレートの有無,である。実験結果より,以下の新たな知見を得た。 1、 ベースプレートの4隅にアンカーボルトを配置する形式では,引張軸力比が0.6以上になると,柱脚の軸方向変位が繰り返し載荷に伴い進行する現象が見られ,終局状態では地震被害と同様のボルト破断が生じた。 2. 引張軸力が大きくなるに従い,ベースプレートと基礎コンクリートの間に生じる水平ずれ量が大きくなった。 3, 引張軸力を受ける露出柱脚の変形能力は、曲げおよび軸力により生じるボルトの伸び量とせん断力により生じるボルトの水平変位量により決定される。 4. 柱脚の塑性回転能力に期侍する設計法では,上部骨組が崩壊機構を形成した時に柱脚に作用する軸力およびせん断力に対して、制限値を設ける必要がある。 以上の検討結果を纏め,露出柱脚の耐震設計法を提案する予定である。

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