Research activity information

• Mechanical properties and constitutive models of rectilinear stirrup confined recycled brick-concrete aggregate concrete

  Di Zhao, Jianwei Zhang, Haiyang Liang, Yuping Sun

  Last, Elsevier BV, Apr. 2025, Construction and Building Materials, 470, 140532-1 - 140532-14, English

  [Refereed]

  Scientific journal


• Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip

  J. H. Wang, Y. P. Sun

  Last, Springer Science and Business Media LLC, Feb. 2025, Bulletin of Earthquake Engineering, 1 - 35, English

  [Refereed]

  Scientific journal


• Analytical and experimental investigation of bond behavior of confined recycled brick-concrete aggregate concrete

  Jianwei Zhang, Di Zhao, Hongying Dong, Yuping Sun

  Last, Elsevier BV, Dec. 2024, Journal of Building Engineering, 111452 - 111452, English

  [Refereed]

  Scientific journal


• Quantitative Seismic Damage Assessment of Resilient Concrete Columns Using Drift Ratio-Based Fractal Dimension

  Bunka Son, Ganggang Li, Zhiwei Luo, Yuping Sun

  The objective of this paper is to develop assessment models to quantitatively evaluate the seismic damage caused to resilient concrete columns intended for buildings located in strong-earthquake-prone regions such as Japan and China. The proposed damage assessment models are based on the fractal analysis of crack patterns on the surface of damaged concrete columns and expressed in the form of a fractal dimension (FD) versus transient drift ratio relationship. To calibrate the proposed damage assessment models, a total of eighty images of crack patterns for eight concrete columns were utilized. All the columns were reinforced by weakly bonded ultra-high-strength (WBUHS) rebars and tested under reversed cyclic loading. The experimental variables covered the shear span ratio of the column, the concrete strength, the axial load ratio, and the amount of steel in the WBUHS rebars. A box-counting algorithm was adopted to calculate or derive the FD of the crack pattern corresponding to each transient drift ratio. The test results reveal that the FD is an efficient image-based quantitative indicator of seismic damage degree for resilient concrete columns and correlates strongly with the transient drift ratio and is subjected to the influence of the shear span ratio. The influence of the other experimental variables on the derived FDs is, if any, little. Based on the test results, a linear equation was developed to define the relationships between the FD and transient drift ratio, and a multi-linear equation was formulated to relate the transient drift ratio to the residual drift ratio, an important index adopted in current design guidelines to measure the repairability of damaged concrete structures. To further verify the efficiency of the drift ratio-based FD in seismic damage assessment, the correlation between the FD and relative stiffness loss (RSL), an indicator used to measure the overall damage degree of concrete structures, was also examined. The driven FD exhibited very strong correlation with RSL, and an empirical equation was developed to reliably assess the overall seismic damage degree of resilient concrete columns with an FD.

  MDPI AG, Nov. 2024, Materials, 17(23) (23), 5850 - 5850, English

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Damage Assessment of Concrete Beams Based on Fractal Analysis and Drift

  Bunka Son, Mai Kimura, Zhiwei Luo, Yuping Sun

  IEEE, Nov. 2024, 2024 Joint 13th International Conference on Soft Computing and Intelligent Systems and 25th International Symposium on Advanced Intelligent Systems (SCIS&ISIS), 1 - 4, English

  [Refereed]

  International conference proceedings


• Seismic Performance of Precast Drift-Hardening Concrete Walls Connected by Grout–Sheath Duct

  Jiayu Che, Shiyu Yuan, Yuping Sun

  In order to find a suitable size of sheath duct and a reliable construction method for precast walls, a cast-in-place and five 1/2 scale precast drift-hardening concrete walls reinforced with weakly bonded ultra-high strength SBPDN rebars were fabricated and tested under reserved lateral load and constant compression. The experimental variables were the diameter of sheath ducts (45 mm, 100 mm, and 120 mm), embedded length (20d and 35d; d is the nominal diameter of SBPDN rebars), axial load ratio (0.075 and 0.15), and the construction method. The experimental observations, hysteresis behaviors, envelope curves, residual deformation, crack propagation, and energy dissipation were compared in the study. Moreover, a formula was applied to calculate the bond strength of the sheath duct. The experimental and calculated results revealed that increasing the axial load ratio and embedment length could not enhance the bond strength of the sheath ducts, and increasing the diameter decreased the bond strength significantly. Anchored the SBPDN rebars in smaller sheath ducts separately was a more stable connection method for precast concrete shear walls and provided sufficient drift-hardening capability, even at a large drift level (over 3%).

  MDPI AG, Oct. 2024, Materials, 17(21) (21), 5165 - 5165, English

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Experimental study on construction method of precast drift-hardening concrete walls reinforced by SBPDN rebars

  Jiayu Che, Yuping Sun

  Last, Elsevier BV, Oct. 2024, Structures, 69, 1 - 16, English

  [Refereed]

  Scientific journal


• Shear Strengthening of High-Strength Concrete Beam with Circular Web Openings in Plastic Hinge Region

  Quan Ziran, Nakayama Terufumi, Son Bunka, Yuan Shiyu, Sun Yuping

  Sep. 2024, Proceedings of the 14-th ISAIA, Kyoto, (E-4-3) (E-4-3), 1 - 6, English

  [Refereed]

  International conference proceedings


• Experiment study on seismic behavior of concrete walls with SBPDN rebars in the boundary elements

  Shoudi Yang, Kazuki Mabuchi, Shiyu Yuan, Yuping Sun

  Sep. 2024, Proceedings of the 14-th ISAIA, Kyoto, (E-5-1) (E-5-1), 1 - 6, English

  [Refereed]

  International conference proceedings


• Shear Behavior and Capacity of Square Concrete Columns Reinforced with Circularly Arranged WBUHS Rebars

  Ganggang Li, Bunka Son, Shiyu Yuan, Yuping Sun

  Sep. 2024, Proceedings of the 14-th ISAIA, Kyoto, (E-4-6) (E-4-6), 1 - 6, English

  [Refereed]

  International conference proceedings


• Structural behavior of steel tube reinforced resilient RAC shear walls under static cyclic loading

  Jianwei Zhang, Man Zhang, Xiao Liu, Yuping Sun

  Last, Elsevier BV, Aug. 2024, Journal of Building Engineering, 90, 109432 - 109432, English

  [Refereed]

  Scientific journal


• Hysteresis performance of earthquake-damaged resilient RAC shear walls retrofitted with CFRP strips and steel plate

  Jianwei Zhang, Siyuan Wang, Man Zhang, Yuping Sun, Hongwei Wang

  Jul. 2024, Steel and Composite Structures, 52(3) (3), 357 - 376, English

  [Refereed]


• EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRECAST DRIFTHARDENING CONCRETE COLUMNS

  T. Itoh, S. Yuan, K. Satsukawa, Y. Sun

  Jun. 2024, Proceedings of WCEE2024, Milan, 1 - 12, English

  [Refereed]

  International conference proceedings


• SEISMIC BEHAVIOR OF PRECAST CIRCULAR CONCRETE COLUMNS REINFORCED WITH WBUHS REBARS

  J. Luo, M. Ashida, S. Yuan, J. Zhao, Y. Sun

  Jun. 2024, Proceedings of WCEE2024, Milan, (ASR1) (ASR1), 1 - 12, English

  [Refereed]

  International conference proceedings


• SHEAR BEHAVIOR AND STRENGTH OF HVFA CONCRETE BEAMS

  Kimura Mai, Wang Junhua, Koyama Tomoyuki, Sun Yuping

  Jun. 2024, Proceedings of WCEE2024, Milan, 1 - 11, English

  [Refereed]

  International conference proceedings


• SBPDN鉄筋を円環状に配置した正方形断面RC柱のせん断性状に関する研究

  李剛剛, 袁士宇, 竹内崇, 孫玉平

  Jun. 2024, コンクリート工学会年次論文集, 46(2) (2), 277 - 282, Japanese

  [Refereed]

  Scientific journal


• せん断破壊先行型高強度鉄筋コンクリート梁の損傷評価

  孫文可, 木村真唯, 羅志偉, 孫玉平

  Jun. 2024, コンクリート工学会年次論文集, 46(2) (2), 145 - 150, Japanese

  [Refereed]

  Scientific journal


• Seismic behavior of drift-hardening precast concrete walls reinforced with SBPDN rebars

  Jiayu Che, Yuping Sun

  Last, Elsevier BV, Jun. 2024, Engineering Structures, 308, 118010 - 118010, English

  [Refereed]

  Scientific journal


• Seismic Damage and Behavior Assessment of Drift-Hardening Concrete Walls Reinforced by LBUHS Bars

  Jiayu Che, Bunka Son, Yuping Sun

  This paper experimentally and analytically investigated the damage and seismic behavior of concrete walls reinforced by low-bond ultra-high-strength (LBUHS) bars. To this end, four half-scale rectangular concrete walls were fabricated and tested under reversed cyclic loading and constant axial compression. The test variables were the shear span ratio and the axial load ratio. Based on the test results, the propagation of cracks on the wall surface, the maximum strain capacity of concrete, the hysteresis loops and envelope curves, the residual drifts, and the strain distributions of LBUHS rebars were presented and discussed. The experimental results showed that all the test walls could exhibit drift-hardening capability until at least a 2.0% drift ratio if LBUHS rebars were anchored by nuts at their ends. The test results also indicated that the maximum strain capacity of concrete was above 0.86%, much larger than the currently recommended 0.4%. After unloading from the transient drift ratios of 2.0% and 2.5% for the walls with shear span ratios of 1.5 and 2.0, respectively, the measured residual drift ratios were controlled below 0.4%, which is less than the critical drift ratio (0.5%) having 98% repairable probability recommended in the FEMA document (P-58) for general concrete structures. Furthermore, a numerical method was presented to evaluate the cyclic response of the test walls, and a comparison between the experimental and the calculated results verified the reliability and accuracy of the proposed numerical method.

  Last, MDPI AG, Apr. 2024, Materials, 17(9) (9), 2070 - 2070, English

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Structural Behaviors of Steel Tube-encased Concrete Columns Confined by Bolted Circular Thin Steel Tube

  Chi Zhang, Koki Yamaoka, Takashi Fujinaga, Yuping Sun

  Last, Japan Concrete Institute, Mar. 2024, Journal of Advanced Concrete Technology, 22(3) (3), 115 - 127

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Seismic Behavior of Concrete Columns Reinforced with Weakly Bonded Ultra-High Strength Rebars and Confined by Steel Tubes.

  Jing Luo, Shiyu Yuan, Jun Zhao, Yuping Sun

  The usage of weakly bonded ultra-high strength (WBUHS) rebars has emerged as a promising approach to enhance the resilience of concrete components due to their remarkable mechanical properties. To promote the application of WBUHS rebars, this paper presented an investigation on the seismic behavior of circular concrete columns reinforced with squarely arranged WBUHS rebars and externally confined by bolted steel tubes. Eight columns, including two reinforced with normal strength (NS) rebars and six reinforced with WBUHS rebars, were fabricated and tested under reversed cyclic lateral loading. Experimental results showed that the columns reinforced with WBUHS rebars exhibited remarkable drift-hardening capacity up to the drift of at least 5% as well as significantly reduced residual deformation even when subjected to relatively high axial compression with an axial load ratio of 0.33 in comparison to the traditional ductile columns reinforced with NS rebars. Notably, the precast columns reinforced with WBUHS rebars, with an embedment length of 20 times their diameter, behaved nearly identically in terms of resilience as cast-in-place columns. Additionally, a numerical analysis was performed to assess the hysteretic performance, and the analytical results, with consideration for the slippage of WBUHS rebars, were capable of capturing the hysteretic performance of test columns.

  Last, Oct. 2023, Materials (Basel, Switzerland), 16(21) (21), English, International magazine

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Performance of Concrete Shear Wall Reinforced by Steel Strand and Steel Bar and Confined by CFRP

  Yuan W, Zhao J, Sun Y

  Last, Oct. 2023, Journal of Tongji University (Natural Science), 51(10) (10), 1553 - 1563, Chinese

  [Refereed]

  Scientific journal


• Nonlinear Dynamic Analysis of Pilotis Structures Supported by Drift-Hardening Concrete Columns

  Shiyu Yuan, Takashi Takeuchi, Yuping Sun

  Pilotis structures consisting of upper concrete bearing-walls and a soft first story have been well used in residential and office buildings in urban areas to primarily accommodate parking lots. In this research, drift-hardening concrete (DHC) columns developed by the authors are proposed to form the pilotis story with the aims of reducing its excessive residual drift caused by stronger earthquakes than anticipated in current seismic codes, mitigating damage degree, and enhancing resilience of the pilotis story. Nonlinear dynamic analysis was conducted to investigate the dynamic response characteristics of the wall structures supported by DHC columns. To this end, two sample six-story one-bay pilotis structures were designed following the current Japanese seismic design codes and analyzed. One sample structure is supported by ductile concrete (DC) columns, while the other is supported by DHC columns, which have the same dimensions, steel amount, and concrete strength as DC columns. Three representative ground motions were adopted for the nonlinear dynamic analysis. The analytical parameter was the amplitude of peak ground acceleration (PGA), scaled by the peak ground velocity (PGV) ranging between 12.5 cm/s and 100 cm/s with an interval of 12.5 cm/s. The analytical results have revealed that the residual drift of the pilotis story composed of DHC columns could be reduced to nearly zero under selected earthquakes scaled up to PGV = 100 cm/s, owing to not only the inherent self-centering ability of DHC columns but also the shake-down effect, which implies that the use of DHC columns can greatly enhance resilience of pilotis structures under strong earthquake inputs and promote its application in the buildings located in strong earthquake-prone regions. The maximum inter-story shear forces (MISFs) along the building height of the two models are also compared.

  Last, MDPI AG, Sep. 2023, Materials, 16(19) (19), 6345 - 6345

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Seismic performance and analysis of resilient high-strength SRAC walls

  Man Zhang, Jianwei Zhang, Yuping Sun, Xinyi Tao

  Elsevier BV, Sep. 2023, Engineering Structures, 296, 116943-1 - 116943-21, English

  [Refereed]

  Scientific journal


• Shear strength behavior of high-strength fly ash concrete beams with low-bond reinforcement

  J.H. Wang, Y.P. Sun

  Last, Elsevier BV, Aug. 2023, Structures, 54, 1756 - 1771, English

  [Refereed]

  Scientific journal


• Seismic Behavior of Circular Concrete Columns Reinforced by Low Bond Ultrahigh Strength Rebars

  Y. P. Sun, G. C. Cai

  Lead, Jul. 2023, Journal of Structural Engineering, ASCE, 149(9) (9), 04023126-1 - 04023126-15, English

  [Refereed]

  Scientific journal


• SBPDN鉄筋を正方形状に配置した円形断面PCaRC柱の耐震挙動に関する研究

  羅 京, 袁 士宇, 竹内崇, 孫玉平

  Last, Jul. 2023, 日本コンクリート工学会年次論文集, 45(2) (2), 343 - 348, Japanese

  [Refereed]

  Scientific journal


• パルス性地震動を受けるドリフト硬化型RC柱を有するピロティ建築物の応答特性

  袁士宇, 中山輝侑, 竹内崇, 孫玉平

  Last, Jul. 2023, 日本コンクリート工学会年次論文集, 45(2) (2), 67 - 72, Japanese

  [Refereed]

  Scientific journal


• Experimental study on seismic behavior of concrete walls with external magnetorheological dampers

  Jun Zhao, Jing Luo, Xiangcheng Zhang, Xiaohui Ruan, Yuping Sun

  Abstract A reinforcing method for developing a kind of shear wall with both excellent self-centering capacity and high energy dissipation was presented, in which carbon fiber reinforced polymer (CFRP) bars or steel strands were longitudinally placed to provide a restoring effect, while magnetorheological (MR) dampers were externally coupled with wall panels to provide extra energy dissipation. To verify the feasibility of this method, three slender concrete walls were tested under reversed cyclic lateral loading while subjected to constant axial compression with an axial load ratio of 0.26, of which one was reinforced with CFRP bars, the second one was reinforced with CFRP bars and two external MR dampers, and the third one was reinforced with steel strands and two external MR dampers. The results indicated that the test walls possessed remarkable load-resisting capacities even when the lateral drift was as large as 1.8% as well as a lateral deformation recovery rate of 74%–89% after unloading. Owing to external MR dampers, the initial stiffness and ductility were increased by 28.3% and 29.8%, respectively. In addition, a specific quantitative analysis showed that the dampers could increase the cumulative energy dissipation of shear walls by 16.6%, of which the contribution provided by MR damper was 64.8%, confirming the effectiveness of MR dampers in improving energy dissipation while preserving the self-centering capacity.

  Last, IOP Publishing, Apr. 2023, Smart Materials and Structures, 32(6) (6), 065005 - 065005, English

  [Refereed]

  Scientific journal


• STRUCTURAL PERFORMANCE OF STEEL TUBE-ENCASED CONCRETE COLUMNS CONFINED BY CIRCULAR THIN STEEL TUBE

  山岡幸喜, 入江千鶴, 藤永隆, ZHANG Chi, 川田侑子, 宮川和明, SUN Yuping

  2023, 日本建築学会技術報告集(Web), 29(73) (73)

  [Refereed]


• Elastoplastic Analysis of Circular Steel Tube of CFT Stub Columns under Axial Compression

  Hua Zhao, Rui Han, Weiguang Yuan, Shichun Zhao, Yuping Sun

  Composite action between the components of the concrete-filled steel tube (CFT) is complex and it is difficult to accurately obtain the experimental relationship between the steel tube and the core concrete of CFT columns. The triaxially stressed core concrete has been studied by hydrostatic test in past research, while little research has been focused on the mechanical behavior of steel tube of CFT columns. It is difficult to obtain the experimental constitutive relationship of the steel tube of CFT columns to reflect the real-time influence of biaxial stress state and local buckling of steel plate on the steel tube. To clarify the mechanical behavior of the steel tube of CFT columns, this paper proposed an elastoplastic analytical method considering biaxial stress state and local buckling of steel tube to obtain the stress–strain curve of the steel tube. This method applied the Hook’s law and the plasticity theory to interpret the information conveyed by the measured vertical and hoop strain histories of the steel tube. To verify its effectiveness, 11 circular concrete-filled steel tube stub columns were fabricated and tested under axial compression. Superposition results of the axial load–strain of steel tube and core concrete were compared against the experimental curves. The widely used Sakino–Sun model of the confined concrete was adopted to calculate the axial load–strain curve of the core concrete. Satisfactory agreements between the calculated and experimental results confirmed the rationality of the proposed method in tracing the constitutive relation of the biaxially stressed steel tube even after the occurrence of the local buckling. The obtained stress–strain relationship is critical for establishment of mathematical constitutive model and finite element model of steel tube.

  Last, MDPI AG, Nov. 2022, Materials, 15(22) (22), 8275 - 8275, English

  [Refereed]

  Scientific journal


• Seismic Safety and Post-Earthquake Resilience of Frame with Debonded High-Strength Reinforced Concrete-Encased-and-Filled Steel Tubular Columns

  J.H. Wang, Y.P. Sun

  Last, Informa UK Limited, Nov. 2022, Journal of Earthquake Engineering, 1 - 26, English

  [Refereed]

  Scientific journal


• ドリフト硬化型RC柱を有するピロティ建築物の地震応答特性，コンクリート工学年次論文集

  袁士宇, 竹内崇, 孫玉平

  Last, Jul. 2022, 日本コンクリート工学会年次論文集, 44(2) (2), 91 - 96, Japanese

  [Refereed]


• 動的な水平力を受ける付着強度の低い超高強度鉄筋を主筋に用いたRC柱の耐震性能の検証

  竹内崇, 溝口颯人, 袁士宇, 孫玉平

  Last, Jul. 2022, 日本コンクリート工学会年次論文集, 44(2) (2), 385 - 390, Japanese

  [Refereed]

  Scientific journal


• EXPERIMENTAL STUDY ON AXIAL BEHAVIOR OF CONFINED CONCRETE COLUMNS WITH SBPDN REBARS

  J. Luo, T. Takeuchi, J. Zhao, Y. Sun

  Corresponding, Jul. 2022, コンクリートエ学年次論文集, 44(2) (2), 397 - 402, English

  [Refereed]

  Scientific journal


• SEISMIC BEHAVIOR AND BOND PERFORMANCE OF RECTANGULAR PRECAST CONCRETE WALLS REINFORCED WITH ULTRA-HIGH STRENGTH REBARS

  Jiayu CHE, Yuping SUN, Takashi TAKEUCHI

  Corresponding, Architectural Institute of Japan, Apr. 2022, Journal of Structural Engineering B, 68B, 87 - 96, Japanese

  [Refereed]

  Scientific journal


• INFLUENCE OF ANCHORAGE DETAILING ON SEISMIC BEHAVIOR OF PRECAST CONCRETE WALLS REINFORCED WITH SBPDN REBARS

  Chuxuan WEI, Yuping SUN, Takashi TAKEUCHI, Jiayu CHE

  Corresponding, Architectural Institute of Japan, Apr. 2022, Journal of Structural Engineering B, 68B, 75 - 86, English

  [Refereed]

  Scientific journal


• Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment

  J.H. Wang, Y.P. Sun

  Last, Informa UK Limited, Mar. 2022, Journal of Earthquake Engineering, 26(15) (15), 8142 - 8168, English

  [Refereed]

  Scientific journal


• Cyclic behavior of concrete-filled square tubular columns with stiffened plastic hinge region

  Rui Han, Hua Zhao, Yuping Sun, Nengpan Ju, Shichun Zhao

  Corresponding, Elsevier BV, Mar. 2022, Journal of Constructional Steel Research, 190, 107152 - 107152, English

  [Refereed]

  Scientific journal


• Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column

  J.H. Wang, Y.P. Sun

  Elsevier BV, Jan. 2022, Structures, 37, 185 - 202, English

  [Refereed]

  Scientific journal


• Experimental and numerical studies on seismic performance of rectangular concrete columns reinforced by CFRP bars with different ratios and positions

  Zhao Jun, Si Chenzhe, Ren Wenbo, Zhang Xiangcheng, Sun Yuping

  Last, Elsevier BV, Aug. 2021, Structures, 32, 237 - 253, English

  [Refereed]

  Scientific journal


• Seismic fragility and post-earthquake reparability of circular reinforced concrete bridge columns with low-bond high-strength reinforcements

  J.H. Wang, Y.P. Sun, T. Takeuchi

  Elsevier BV, Aug. 2021, Structures, 34, 840 - 855, English

  [Refereed]

  Scientific journal


• SEISMIC BEHAVIORS AND EVALUAION OF REINFORCED CONCRETE WALLS REINFORCED BY SBPDN REBARS

  C. Wei, Y. Sun, T. Takeuchi, T. Nakagawa

  Corresponding, Jul. 2021, 日本コンクリート工学会年次論文集, 43(2) (2), 175 - 180, English

  [Refereed]

  Scientific journal


• SBPDN鉄筋を用いたRC造プレキャスト耐力壁の耐震性能に関する研究

  車佳雨, 孫玉平, 竹内崇, 魏楚軒

  Corresponding, Jul. 2021, 日本コンクリート工学会年次論文集, 43(2) (2), 169 - 174, Japanese

  [Refereed]

  Scientific journal


• SBPDN鉄筋を主筋に用いたRC柱の耐震性能に及ぼす定着詳細の影響

  溝口颯人, 山田裕之, 孫玉平, 竹内崇

  Corresponding, Jul. 2021, コンクリート工学年次論文集, 43(2) (2), 91 - 96, Japanese

  [Refereed]

  Scientific journal


• 転造ねじを有するSBPDN鉄筋の引抜耐力に及ぼすコンクリート強度の影響

  上田凌也, 阪中樹, 孫玉平, 竹内崇

  Corresponding, Jul. 2021, 日本コンクリート工学会年次論文集, 43(2) (2), 379 - 384, Japanese

  [Refereed]

  Scientific journal


• Analytical study of seismic behavior of concrete walls reinforced with PC strands

  曾令昕, 孫玉平, 竹内崇, 趙軍

  Corresponding, Jul. 2021, 日本コンクリート工学会年次論文集, 43(2) (2), 547 - 552, Japanese

  [Refereed]

  Scientific journal


• Seismic Performance of Concrete Columns Reinforced with Weakly Bonded Ultrahigh-Strength Longitudinal Bars

  Takashi Takeuchi, Yuping Sun, Masanori Tani, Pui-Shum Benson Shing

  Corresponding, American Society of Civil Engineers (ASCE), Jan. 2021, Journal of Structural Engineering, 147(1) (1), 04020290 - 04020290, English

  [Refereed]

  Scientific journal


• Equivalent stress block to characterise force–displacement behaviour of circular RC column considering steel bond slip

  Junhua Wang, Yuping Sun

  The compressive zone of concrete with a circular cross-section is simplified to an equivalent rectangular stress block with a width, height and thickness of the peak concrete strength considering the confinement ratio. The shape factors of the equivalent stress block at any concrete strain level are modelled through selected equations of the ratios of the axial load and moment sustained by compressive concrete. The proposed equivalent stress block is used to predict the force–displacement behaviour of a circular, reinforced-concrete (RC) column considering steel bond slip. A comparison with the test results of column specimens indicates that the proposed equivalent stress block can predict the lateral responses with good accuracy; moreover, the variation in the strain of longitudinal rebar and the deformation ratios of flexure and steel bond slip can also be reasonably predicted. The proposed equivalent stress block can be applied widely to other concrete models; furthermore, the capacity curve of the circular RC column can be reasonably predicted by the proposed simplified piecewise model based on the equivalent stress block.

  Emerald, Nov. 2020, Magazine of Concrete Research, 72(22) (22), 1171 - 1188, English

  [Refereed]

  Scientific journal


• Experimental study on seismic behavior of shear wall reinforced by steel strands and steel bars

  Jun Zhao, Weiguang Yuan, Yuping Sun, Lingxin Zeng, Chenzhe Si, Fuqiang Shen

  Science Press, Sep. 2020, Jianzhu Jiegou Xuebao/Journal of Building Structures, 41(9) (9), 68 - 76, Chinese

  [Refereed]

  Scientific journal


• Seismic behavior of square concrete beam-columns with circularly distributed ultra-high-strength rebars

  C. Wei, Y. Sun, T. Takeuchi, Y. Takeda

  Corresponding, Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Behavior of concrete walls reinforced by ultra high-strength rebars under dynamic and static loading

  C. Wei, Y. Sun, T. Takeuchi, T. Fujitani

  Corresponding, Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Dynamic response of high-rise steel structures under successive strong earthquake sequences

  S. Yuan, Y. Sun, T. Takeuchi

  Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Monotonically compressive stress-strain model of ultra-high-strength rebar considering buckling

  A. Zhou, Y. Sun, T. Takeuchi, M. Jia, P. Luo

  Corresponding, Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Seismic behavior and evaluation of concrete walls reinforced by hybrid high-strength bars

  L. Zeng, Y. Sun, T. Takeuchi, J. Zhao

  Corresponding, Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Seismic behavior and assessment of concrete walls reinforced by CFRP bars

  F. Shen, Y. Sun, T. Takeuchi, J. Zhao

  Corresponding, Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Seismic behavior of concrete column reinforced with ultra-high strength rebars under dynamic loading

  T. Takeuchi, Y. Sun, P.B. Shing

  Sep. 2020, Proceedings of 17 World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Influence of bond property of longitudinal bars on seismic behaviour of reinforced-concrete columns

  Junhua Wang, Yuping Sun

  Four circular fly-ash concrete columns reinforced by steel rebars with different bond levels were tested to investigate the influence of bond strength of longitudinal steel rebar on the seismic behaviours of reinforced-concrete (RC) members. Furthermore, a fibre-element method considering steel bond slip was used to investigate the influence of bond properties of steel rebar on seismic responses of circular RC columns, with the test results used to validate reasonability. The comparison of results shows that the anchorage of the steel rebar has a significant influence on, and the plastic hinge length no effect on, the seismic behaviours of the columns. The analytical and test results show that low bond strength delays the yielding process of steel rebars adjacent to the beam–column interface, which can improve the deformability of RC columns, but does not obviously influence the moment resistance. However, the stiffness of the cross-section is reduced from a certain drift level. Six equations are proposed to predict with very good accuracy the reduced ratio of the stiffness of the cross-section, the enhanced ratios of the drift at the ultimate moment and the drift at the maximum lateral load of the column models reinforced by bonded or unbonded steel rebars.

  Emerald, Aug. 2020, Magazine of Concrete Research, 72(15) (15), 778 - 798, English

  [Refereed]

  Scientific journal


• Multidimensional vibration reduction control of the frame structure with magnetorheological damper

  Jun Zhao, Kou Li, Xiang-Cheng Zhang, Yu-Ping Sun, Zhao-Dong Xu

  John Wiley and Sons Ltd, Aug. 2020, Structural Control and Health Monitoring, 27(8) (8), English

  Scientific journal


• SBPDN鉄筋を山形配筋したRC造耐力壁の耐震性能に関する研究

  魏丞瑾, 孫玉平, 竹内崇

  Corresponding, Jul. 2020, 日本コンクリート工学会年次論文集, 42(2) (2), 295 - 300, Japanese

  [Refereed]

  Scientific journal


• CFRP筋を用いたコンクリート壁の耐震性能に関する研究

  沈富強, 孫玉平, 竹内崇,趙軍

  Corresponding, Jul. 2020, 日本コンクリート工学会年次論文集, 42(2) (2), 301 - 306, Japanese

  [Refereed]

  Scientific journal


• Experimental study on axial behavior of concrete columns reinforced by SBPDN rebars

  Aixin ZHOU, Yuping SUN, Takashi TAKEUCHI, Mian JIA

  Corresponding, Jul. 2020, 日本コンクリート工学会年次論文集, 42(2) (2), 43 - 48, English

  [Refereed]

  Scientific journal


• Seismic behavior of circular fly ash concrete columns reinforced with low-bond high-strength steel rebar

  J.H. Wang, Y.P. Sun, T. Takeuchi, T. Koyama

  Corresponding, Elsevier BV, Jul. 2020, Structures, 27, 1335 - 1357, English

  [Refereed]

  Scientific journal


• Seismic Performance of Circular Concrete Columns Reinforced by PC Strands

  Zhihua Liu, Hua Zhao, Yuping Sun, Rui Han, Qihua Zhao

  Corresponding, Japan Concrete Institute, May 2020, Journal of Advanced Concrete Technology, 18(5) (5), 256 - 271, English

  [Refereed]

  Scientific journal


• Experimental Study on Seismic Performance of RC Columns Made of Ultra-High-Strength Materials

  Jiabang Shao, Hua Zhao, Shichun Zhao, Yuping Sun

  Science Press, Apr. 2020, Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 55(2) (2), 323 - 331, Chinese

  Scientific journal


• Experimental Study on Seismic Behavior of Resilient Circular Concrete Columns

  Zhihua Liu, Hua Zhao, Yuping Sun, Shichun Zhao, Jun Zhao

  Science Press, Feb. 2020, Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 55(1) (1), 184 - 192, Chinese

  Scientific journal


• Structural performance of damaged open-web type SRC beam-columns after retrofitting

  Takashi Fujinaga, Yuping Sun

  Feb. 2020, Sustainability (Switzerland), 12(4) (4)

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Post-buckling behaviour of concrete-filled circular steel tube stub columns under axial compression

  Chang Yang, Zhixiang Yu, Shichun Zhao, Yuping Sun, Hua Zhao, Hu Xu

  Hong Kong Institution of Steel Construction, 2020, Proceedings of the 9th International Conference on Advances in Steel Structures, ICASS 2018, English

  [Refereed]

  International conference proceedings


• Experimental Investigation on Seismic Resistance of RC Shear Walls with CFRP Bars in Boundary Elements

  Jun Zhao, Fuqiang Shen, Chenzhe Si, Yuping Sun, Lu Yin

  Experimental investigation on seismic performance of RC shear walls reinforced with CFRP bars in boundary elements to enhance the resilience was presented which is expected for stable resistance capacity and small residual deformation. Six RC shear walls reinforced with CFRP bars as longitudinal tensile materials in boundary elements were tested under reversed cyclic lateral loading while subjected to constant axial compression with different axial load ratios of 0.17, 0.26 and 0.33, respectively. Two forms of stirrups were used for each axial load ratio, which were rectangular and circular stirrups in boundary elements. A reference specimen, ordinary RC shear walls, was also introduced to certify the excellence of CFRP bars. The test results indicated that the walls utilizing CFRP bars had small residual deformations and residual crack widths. Lower crack propagation height and larger concrete crushing region, bearing capacity and equivalent viscous damping coefficient (EVDC) could be observed with the increase of axial load ratios. The effects of stirrup forms on experimental results had a relation to the axial load ratio. When the axial load ratio was small, the shear walls with circular stirrups had better energy dissipation than that with rectangular stirrups at a given drift level, while the cumulative energy dissipation (CED) were similar. With the increase of axial load ratio, the walls exhibited similar energy dissipation at the same drift level, however, the shear walls with rectangular stirrups had larger CED.

  Springer Science and Business Media LLC, Jan. 2020, International Journal of Concrete Structures and Materials, 14(1) (1), 1 - 20, English

  [Refereed]

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• STUDY ON ULTIMATE STRENGTH AND DEFORMATION CAPACITY OF CONFINED STEEL PANELS

  Takashi TAKEUCHI, Yuping SUN

  Architectural Institute of Japan, 2020, Journal of Structural and Construction Engineering (Transactions of AIJ), 85(768) (768), 263 - 273

  Scientific journal


• Numerical analysis study on seismic behavior of resilient high strength concrete columns reinforced by ultra-high-strength bars

  Jiabang Shao, Shichun Zhao, Yuping Sun

  Institute of Physics Publishing, Dec. 2019, IOP Conference Series: Earth and Environmental Science, 371(2) (2), English

  International conference proceedings


• Analytical method regarding compression-bending capacity of segmental joints: Theoretical model and verification

  Li Zhang, Kun Feng, Maoran Li, Yuping Sun, Chuan He, Mingqing Xiao

  Elsevier BV, Nov. 2019, Tunnelling and Underground Space Technology, 93, 103083 - 103083, English

  [Refereed]

  Scientific journal


• Experiment on buckling behavior of ultra-high strength rebars in RC column

  Aixin ZHOU, Yuping SUN, Takashi TAKEUCHI, Pengjun LUO

  Corresponding, Jul. 2019, コンクリート工学年次論文集, 41(2) (2), 37 - 42, English

  [Refereed]

  Scientific journal


• SBPDN鉄筋を用いたRC造矩形耐力壁の動的性能に関する研究

  藤谷卓也, 孫玉平, 竹内崇, 魏丞瑾

  Corresponding, Jul. 2019, コンクリート工学年次論文集, 41(2) (2), 349 - 354, Japanese

  [Refereed]

  Scientific journal


• SBPDN鉄筋を円環状に配置した正方形断面プレキャストRC柱の耐震性能に関する研究

  武田恭典, 木村弘基, 竹内崇, 孫玉平

  Last, Jul. 2019, コンクリート工学年次論文集, 41(2) (2), 91 - 96, Japanese

  [Refereed]

  Scientific journal


• Seismic and Self-Centering Behavior of Shear Walls Reinforced with HIgh-Strength Bars

  Zhao Jun, Zeng Lingxin, SUN Yuping, Yuan Weiguang

  Architectural Society of China, Mar. 2019, Journal of Building Structures, 40(3) (3), 172 - 179, Chinese

  [Refereed]

  Scientific journal


• 鋼断面への初期軸力が角形CFT柱の曲げ耐力に及ぼす影響

  FUJINAGA TAKASHI, 市川 元気, SUN Yuping

  Mar. 2019, 構造工学論文集, 65B, Japanese

  [Refereed]

  Scientific journal


• Effects of core concrete on the buckling behavior of ultra-high strength reinforcement bars

  Aixin Zhou, Takashi Takeuchi, Pengjun Luo, Yuping Sun

  International Association for Bridge and Structural Engineering (IABSE), 2019, 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report, 2084 - 2089, English

  International conference proceedings


• 危険断面高さを考慮したコンクリート充填角形鋼管柱の解析的研究

  櫻井 陽, FUJINAGA TAKASHI, TAKEUCHI TAKASHI, SUN Yuping

  Nov. 2018, 鋼構造年次論文報告集, 28, 36 - 42, Japanese

  [Refereed]

  Symposium


• Experimental study on seismic performance of concrete walls reinforced by PC strands

  YAUN Weiguang, ZHAO Jun, SUN Yuping, ZENG Lingxin

  Elsevier, Nov. 2018, Engineering Structures, Vol.175, 577 - 590, English

  [Refereed]

  Scientific journal


• Axial residual capacity of circular concrete-filled steel tube stub columns considering local buckling

  YANG Chang, YU Zhixian, SUN Yuping, ZHAO Hua

  Sep. 2018, Advanced Steel Construction, Vol. 14(No. 3) (No. 3), 496 - 513, English

  [Refereed]

  Scientific journal


• 付着強度の低い超高強度鉄筋を主筋に用いたRC柱部材を有するラーメン構造の耐震性能に関する研究

  NAKANO Kaito, TAKEUCHI Takashi, SUN Yuping

  Jul. 2018, コンクリート工学年次論文集, Vol. 40(No. 2) (No. 2), 241 - 246, Japanese

  [Refereed]

  Scientific journal


• 集中配筋を山形状に配筋したRC造矩形壁の耐震性能に関する研究

  WEI Chengjin, SUN Yuping, TAKEUCHI Takashi, TAKEDA Yasunori

  日本コンクリート工学会, Jul. 2018, コンクリート工学年次論文集, Vol. 40(No. 2) (No. 2), 319 - 324, Japanese

  [Refereed]

  Scientific journal


• 矩形RC造片持ち耐力壁の耐震性能及び評価に及ぼす集中鉄筋種別の影響に関する研究

  FUJITANI Takuya, SUN Yuping, TAKEUCHI Takashi, WEI Chengjin

  Jul. 2018, コンクリート工学年次論文集, Vol. 40(No. 2) (No. 2), 313 - 318, Japanese

  [Refereed]

  Scientific journal


• ボルト接合鋼板拘束を施しSBPDN鉄筋を主筋に用いたRC柱のせん断耐力に関する研究

  TAKEUCHI TAKASHI, 大仲 菜保子, FUJINAGA TAKASHI, SUN Yuping

  Jul. 2018, コンクリート工学年次論文集, 40(2) (2), 91 - 96, Japanese

  [Refereed]

  Symposium


• X形配筋を施した柱なし矩形せん断型RC造壁の靭性に関する研究

  FUKUHARA Yumiko, SUN Yuping, TAKEUCHI Takashi, WEI Chengjin

  日本コンクリート工学会, Jul. 2018, コンクリート工学年次論文集, Vol. 40(No. 2) (No. 2), 325 - 330, Japanese

  [Refereed]

  Scientific journal


• SBPDN鉄筋の太さが円形RC柱の耐震性能に及ぼす影響に関する研究

  Kimura Kouki, TAKEUCHI Takashi, TAKEDA Yasunori, SUN Yuping

  Jul. 2018, コンクリート工学年次論文集, 40(2) (2), 97 - 102, Japanese

  [Refereed]

  Scientific journal


• Compressive stress-strain model of cold-formed circular hollow section stub columns considering local buckling

  Chang Yang, Hua Zhao, Yuping Sun, Shichun Zhao

  Corresponding, Nov. 2017, THIN-WALLED STRUCTURES, 120, 495 - 505, English

  [Refereed]

  Scientific journal


• 異なるアスペクト比を有する鋼板耐力壁の履歴挙動と評価

  MIKAMI Saaya, HU Hongyu, TAKEUCHI Takashi, SUN Yuping

  Oct. 2017, 第12回日中構造技術交流会論文集, Japanese

  [Refereed]

  Scientific journal


• RC造建築物の鋼製柱による外付け耐震補強工法に関する研究

  入江 千鶴, 谷川 和貴, 矢田 和寛, FUJINAGA TAKASHI, 宮川 和明, SUN Yuping

  Sep. 2017, 第12回日中建築構造技術交 流会論文集, English

  International conference proceedings


• 反曲点位置の高い柱型のないRC造壁の耐震性能及び終局耐力評価方法に関する研究

  WEI Chengjin, SUN Yuping, TAKEUCHI Takashi, NAOKAWA Shuhei

  Jul. 2017, コンクリート工学年次論文集, 39(2) (2), 247 - 252, Japanese

  [Refereed]

  Scientific journal


• 二方向載荷を受ける付着強度の低い超高強度鉄筋を用いたRC柱の耐震挙動に関する研究

  Onaka Nahoko, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Jul. 2017, コンクリート工学年次論文集, 39(2) (2), 103 - 108, Japanese

  [Refereed]

  Scientific journal


• X形配筋を施した柱型のないせん断型RC造壁のせん断耐力に関する研究

  NAOKAWA Shuhei, SUN Yuping, TAKEUCHI Takashi, WEI Chengjin

  Jul. 2017, コンクリート工学年次論文集, 39(2) (2), 253 - 258, Japanese

  [Refereed]

  Scientific journal


• SBPDN鉄筋を用いた円形断面RC柱の耐震性能に関する実験的研究

  Kimura Kouki, Sargsyan Grigor, TAKEUCHI Takashi, SUN Yuping

  Jul. 2017, コンクリート工学年次論文集, 39(2) (2), 127 - 132, Japanese

  [Refereed]

  Scientific journal


• Modeling of Post-Buckling Behavior of Circular Hollow Steel Stub Columns

  Hua ZHAO, Chang YANG, Zhixiang YU, Shichun ZHAO, Yuping SUN

  Last, Jan. 2017, Proceedings of 16-th WCEE, (1215) (1215), 1 - 10, English

  [Refereed]

  International conference proceedings


• Structural Performance of Damaged Open-web Type SRC Beam-columns with Bolt-connected Batten Steel Plates after Retrofitting

  FUJINAGA TAKASHI, SUN YUPING

  Jan. 2017, Proceedings of 16th World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Seismic Behavior and Assessment of Drift-Hardening Concrete Columns

  Sargsyan Grigora, CAI Gaochuan, TAKEUCHI Takashi, SUN Yuping

  Jan. 2017, Proceedings of 16th World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Comprehensive stress-strain model of square steel tube stub columns under compression

  Hua Zhao, Yuping Sun, Takashi Takeuchi, Shichun Zhao

  Corresponding, Jan. 2017, ENGINEERING STRUCTURES, 131, 503 - 512, English

  [Refereed]

  Scientific journal


• 付着強度の低い超高強度鉄筋を用いたRC柱の耐震性能に及ぼす主筋定着詳細と横拘束方法の影響に関する研究

  TAKEUCHI TAKASHI, FUJINAGA TAKASHI, 吉森 裕樹, SUN Yuping

  Jul. 2016, コンクリート工学年次論文集, (38) (38), 163 - 168, Japanese

  [Refereed]

  Symposium


• 充填被覆型鋼管コンクリート長柱の耐力評価法－角形鋼管を内蔵する場合－

  金田 航平, FUJINAGA TAKASHI, SUN Yuping

  Jul. 2016, コンクリート工学年次論文集, (38) (38), 1207 - 1212, Japanese

  [Refereed]

  Symposium


• 鋼製柱によるRC骨組の外付け耐震補強工法に関する実験的研究

  谷川 和貴, FUJINAGA TAKASHI, 宮川 和明, SUN Yuping

  Jul. 2016, コンクリート工学年次論文集, (38) (38), 1099 - 1104, Japanese

  [Refereed]

  Symposium


• X形配筋を施した柱型のないRC造壁の耐震性能に関する基礎研究

  直川 周平, SUN Yuping, TAKEUCHI TAKASHI, FUJINAGA TAKASHI

  Jul. 2016, コンクリート工学年次論文集, (38) (38), 421 - 426, Japanese

  [Refereed]

  Symposium


• Seismic Behavior and Assessment of Circular Concrete Columns Reinforced by Ultra-High Strength Rebars

  Sargsyan Grigora, TANAKA Yutaro, TAKEUCHI Takashi, SUN Yuping

  Jul. 2016, コンクリート工学年次論文集, 38(2) (2), 193 - 198, English

  [Refereed]

  Scientific journal


• 付着強度の低い超高強度鉄筋を用いたRC柱の耐震性能向上およびその評価方法に関する研究

  吉森 裕樹, 大仲 菜保子, TAKEUCHI TAKASHI, FUJINAGA TAKASHI, SUN Yuping

  Mar. 2016, 神戸大学都市安全研究センター研究報告, (20) (20), 59 - 67, Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• 鋼製柱によるRC骨組の外付け耐震補強工法に関する実験的研究

  FUJINAGA TAKASHI, 宮川 和明, 喜多村 亘, SUN Yuping

  Oct. 2015, 第11回日中構造技術交流会論文集, Japanese

  International conference proceedings


• Proposal of a complete seismic shear strength model for circular concrete columns

  Gaochuang Cai, Yuping Sun, Takashi Takeuchi, Jianwei Zhang

  Oct. 2015, ENGINEERING STRUCTURES, 100, 399 - 409, English

  [Refereed]

  Scientific journal


• 付着強度の低い超高強度鉄筋を主筋に用いた逆対称曲げRC柱の耐震性能に及ぼす主筋配筋形式の影響に関する研究

  TAKEUCHI TAKASHI, FUJINAGA TAKASHI, SUN Yuping, 東山 諒太

  Jul. 2015, コンクリート工学年次論文集, 37, Japanese

  [Refereed]

  Scientific journal


• レジリエントな円形RC柱の耐震性能に関する研究

  Sargsyan Grigora, TAKEUCHI Takashi, TANAKA Yutaro, SUN Yuping

  Jul. 2015, コンクリート工学年次論文集, 37(2) (2), 187 - 192, Japanese

  [Refereed]

  Scientific journal


• SBPDN鉄筋と鋼板拘束を用いたFA円形RC柱の耐震挙動に関する実験的研究

  WANG Junhua, TAKEUCHI Takashi, KOYAMA Tomoyuki, SUN Yuping

  Jul. 2015, コンクリート工学年次論文集, 37(2) (2), 193 - 198, Japanese

  [Refereed]

  Scientific journal


• Experimental Study of Seismic Performance of Steel-Plate Retrofitted Concrete Mullion Walls in Apartment buildings

  HU Hongyu, SUN Yuping, TAKEUCHI Takashi

  Jun. 2015, Proceedings of International Conference on the Regeneration and Conservation of Concrete Structures, English

  [Refereed]

  International conference proceedings


• Mechanical Properties and Evaluation of Concrete Beams made of a Large Amount of Fine Fly Ash

  WANG Junhua, TAKEUCHI Takashi, KOYAMA Tomoyuki, SUN Yuping

  May 2015, Proceedings of IABSE Conference NARA, English

  [Refereed]

  International conference proceedings


• 付着強度の低い超高強度鉄筋を主筋に用いた逆対称曲げRC柱の履歴挙動に及ぼす主筋配筋形式の影響

  東山 諒太, TAKEUCHI TAKASHI, FUJINAGA TAKASHI, SUN Yuping

  神戸大学都市安全研究センター, Mar. 2015, 神戸大学都市安全研究センター研究報告, 19, Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• 充填被覆型鋼管コンクリート長柱の耐力－角形鋼管内蔵の場合－

  金田 航平, FUJINAGA TAKASHI, SUN Yuping, 小池 岳

  神戸大学都市安全研究センター, Mar. 2015, 神戸大学都市安全研究センター研究報告, 19, Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• Structural performance of damaged open-web type SRC beam-columns with bolt-connected batten steel plates after retrofitting

  Takahiro Kume, Takashi Fujinaga, Yuping Sun

  2015, ISEC 2015 - 8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management, 443 - 448, English

  [Refereed]

  International conference proceedings


• 付着強度の低い超高強度鉄筋を主筋に用いた逆対称曲げRC柱の耐震性能に関する実験的研究

  TAKEUCHI TAKASHI, 張 建偉, FUJINAGA TAKASHI, SUN Yuping

  コンクリート工学会, Jul. 2014, コンクリート工学年次論文集, 36(2) (2), 109 - 114, Japanese

  [Refereed]

  Symposium


• Seismic Behavior of Circular Fly Ash Concrete Column Reinforced by Ultra High Strength Rebars and Steel Plates

  WANG Junhua, TAKEUCHI Takashi, KOYAMA Tomoyuki, SUN Yuping

  Jul. 2014, コンクリート工学年次論文集, 36(2) (2), 115 - 120, English

  [Refereed]

  Scientific journal


• RC建物の鋼製柱外付け耐震補強工法における出っ張りのある梁への間接接合部の構造性能に関する実験的研究

  FUJINAGA TAKASHI, 宮川 和明, 喜多村 亘, SUN Yuping

  コンクリート工学会, Jul. 2014, コンクリート工学年次論文集, 36(2) (2), 883 - 888, Japanese

  [Refereed]

  Symposium


• 想定南海トラフ巨大地震波を用いた非充腹形SRC造建物の時刻歴応答解析

  金田 航平, FUJINAGA TAKASHI, SUN Yuping

  Mar. 2014, 神戸大学都市安全研究センター研究報告, (18) (18), Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• 載荷履歴を経験した格子材をボルト接合した非充腹型SRC柱の補修後性能に関する実験的研究

  久米 貴大, FUJINAGA TAKASHI, SUN Yuping

  Mar. 2014, 神戸大学都市安全研究センター研究報告, (18) (18), Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• Experimental Study on Seismic Retrofitting for Existing R/C Buildings Using Steel Columns

  Fujinaga Takashi, Miyagawa Kazuaki, Kitamura Wataru, Sun Yuping

  We proposed a new retrofitting element to externally retrofit existing concrete buildings. The proposed element consists of a monolithic steel column and steel beams at each story level, and looks like a tree. The tree-shaped element is connected to the exterior of the building through studs and anchors distributed only along the length of the beams, and the steel column is free from the existing building.
  Three retrofitted column specimens and four indirect connection specimens were tested. The effectiveness of the proposed retrofitting element and the mechanical properties of the indirect connection were discussed and investigated.

  Japan Concrete Institute, 2014, Concrete Research and Technology, 25, 13 - 22, Japanese


• 鋼製柱によるRC造建築物の外付け補強工法に関する実験的研究

  FUJINAGA TAKASHI, 宮川 和明, 喜多村 亘, SUN Yuping

  Nov. 2013, 第10回日中構造技術交流会論文集, 726 - 735, Japanese

  International conference proceedings


• 拘束鋼板耐力壁の履歴挙動に関する研究

  ZHU Huajia, FUJII Shunsuke, TAKEUCHI Takashi, MIYAGAWA Kazuaki, SUN Yuping

  Nov. 2013, 第10回日中建築構造技術交流会論文集, 930 - 935, Japanese

  [Refereed]

  Scientific journal


• Experimental Study on Seismic Retrofitting for R/C Building Using Steel Column

  FUJINAGA TAKASHI, MIYAGAWA KAZUAKI, KITAMURA WATARU, SUN YUPING

  Oct. 2013, Proceedings of the 10th Pacific Structural Steel Conference, 831 - 836, English

  [Refereed]

  International conference proceedings


• Seismic Performance and Evaluation of Fly-ash Concrete Columns

  SUN Yuping, KOYAMA Tomoyuki, TAKEUCHI Takashi

  Aug. 2013, Proc. of the third International Conference on Sustainable Construction Materials and Technologies, (e251) (e251), 1 - 10, English

  [Refereed]

  International conference proceedings


• 付着強度の低い超高強度鉄筋を用いた円形断面RC柱の耐震性能に関する研究

  CAI Gaochuang, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  Jul. 2013, コンクリート工学年次論文集, 35(2) (2), 145 - 150, Japanese

  [Refereed]

  Scientific journal


• レジリエントなコンクリート柱の耐震性能に関する基礎研究

  SUN Yuping, TAKEUCHI Takashi, OKUDA Junya, OHATA Yushun

  Jul. 2013, コンクリート工学年次論文集, 35(2) (2), 1501 - 1506, Japanese

  [Refereed]

  Scientific journal


• フライアッシュを外割混合したコンクリートを用いた鋼管横補強RC柱部材の耐震性能に関する実験的研究

  TAKEUCHI Takashi, KOYAMA Tomoyuki, YOSHINO Kentaro, SUN Yuping

  Jul. 2013, コンクリート工学年次論文集, 35(2) (2), 151 - 156, Japanese

  [Refereed]

  Scientific journal


• Next Generation of High Seismic Performance Building Structures

  SUN Yuping

  中国科学出版社, Jun. 2013, Proceedings of the third International Symposium on Sustainable Development of Human Settlements in Mountainous Regions, 321 - 331, English

  [Refereed][Invited]

  International conference proceedings


• Seismic behavior and evaluation of sustainable and resilient concrete columns

  Yuping Sun, Shichun Zhao, Hua Zhao

  May 2013, Tumu Gongcheng Xuebao/China Civil Engineering Journal, 46(5) (5), 105 - 110, Chinese

  Scientific journal


• Experimental Study on Strength of Indirect Connection of External Seismic Retrofitting of R/C Building by Steel Column

  FUJINAGA TAKASHI, KATO YOKO, 宮川 和明, 喜多村 亘, SUN YUPING

  神戸大学都市安全研究センター, Mar. 2013, 神戸大学都市安全研究センター研究報告, (17) (17), Japanese

  Research institution

  Link to Kobe Univ. Repository (Kernel)


• Seismic Behavior and Performance-based Design of Resilient Concrete Columns

  Yuping Sun, Gaochuang Cai, Takeuchi Takeshi

  2013, International Journal of Applied Mechanics and Materials, 438-439, 1453 - 1560, English

  [Refereed][Invited]

  International conference proceedings


• Structural Performance of Damaged Open-web Type SRC Beam-columns after Retrofitting

  FUJINAGA TAKASHI, SUN Yuping

  Sep. 2012, Proceedings of the 15th World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Earthquake-Resisting Properties and Evaluation of High Performance Concrete Columns with Low Residual Deformation

  SUN Yuping, TAKEUCHI TAKASHI, FUNATO YUKI, FUJINAGA TAKASHI

  Sep. 2012, Proceedings of the 15th World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Development of a New Type of Earthquake Energy-absorption Device

  ZHU Huajia, SUN Yuping, FUJINAGA TAKASHI, TAKEUCHI TAKASHI

  Sep. 2012, Proceedings of the 15th World Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• フライアッシュを外割混合したコンクリートを用いたRC柱部材の耐震性能に及ぼす主筋強度の影響

  TAKEUCHI TAKASHI, 小山 智幸, FUJINAGA TAKASHI, SUN Yuping

  Jul. 2012, コンクリート工学年次論文集, 34(2) (2), 145 - 150, Japanese

  [Refereed]

  Scientific journal


• スパイラル溝を有する超高強度鉄筋を用いたRC柱部材の耐震挙動に関する実験的研究

  仲井 士門, SUN Yuping, TAKEUCHI TAKASHI, FUJINAGA TAKASHI

  Jul. 2012, コンクリート工学年次論文集, 34(2) (2), 163 - 168, Japanese

  [Refereed]

  Scientific journal


• スパイラル溝を有する超高強度鉄筋の付着特性のモデル化と柱部材の履歴解析への応用

  FUNATO Yuki, TAKEUCHI TAKASHI, SUN Yuping, CAI Gaochuang

  Jul. 2012, コンクリート工学年次論文集, 34(2) (2), 145 - 150, Japanese

  [Refereed]

  Scientific journal


• Development of High Seismic Performance Concrete Structures with Low Residual Deformation

  SUN Yuping

  中国土木学会, May 2012, Proceedings of International Forum on Anti-Seismic Technology for Building Structures, English

  [Refereed][Invited]

  International conference proceedings


• 東日本大地震災害考察報告

  崔鴻超, 安部重孝, 呂西林, 孫玉平

  Apr. 2012, 建築結構, 42(2) (2), 1 - 20, Chinese

  [Refereed][Invited]

  Scientific journal


• Effect of Lap Gap on the Frictional Performance of Shear-Type Friction Damper

  Pengbo Zhang, Zhixiang Yu, Yuping Sun, Shichun Zhao

  2012, SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4, 374-377, 2513 - 2519, English

  [Refereed]

  International conference proceedings


• Hysteretic Performance of Steel Shear Panel Confined by Polupropylene Plates and Carbon Fiber Sheets

  ZHU Huajia, SUN Yuping, FUJINAGA Takashi, TAKEUCHI Takashi

  2012, Proceedings of 9th International Conference on Urban Earthquake Engineering / 4th Asian Conference on Earthquake Engineering, English

  [Refereed]

  International conference proceedings


• Hysteresis characteristics of shear friction damper with two resistances and displacements

  Pengbo Zhang, Yi Pan, Shichun Zhao, Yuping Sun

  Dec. 2011, Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 46(6) (6), 946 - 952, Chinese

  [Refereed]

  Scientific journal


• Study on shear type friction damper of aluminum alloy

  Peng-Bo Zhang, Shi-Chun Zhao, Yu-Ping Sun, Yi Pan

  Sep. 2011, Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 43(5) (5), 218 - 223, Chinese

  Scientific journal


• Seismic Design Methodology in Japan for Concrete Structures under Strong Earthquake

  SUN Yuping, YE lieping, ZHAO Shichun

  中国建築学会, Sep. 2011, Journal of Building Structures, 32(9) (9), 65 - 74, Chinese

  [Refereed]

  Scientific journal


• 主筋比および軸力比が超高強度鉄筋を主筋に用いたRC柱の耐震性能に及ぼす影響

  NAKAI Shimon, FUJINAGA Takashi, SUN Yuping

  Jul. 2011, コンクリート工学年次論文集, 33(2) (2), 157 - 162, Japanese

  [Refereed]

  Scientific journal


• 実験データベースを用いたRC 柱部材の終局強度算定式の精度検証

  荒川 裕彦, 谷 昌典, 藤永 隆, 孫 玉平

  Jul. 2011, コンクリート工学年次論文集, Vol.33, Japanese

  [Refereed]

  Scientific journal


• 載荷履歴を受けた非充腹SRC柱の補修後性能に関する解析的研究

  藤永 隆, 那良 幸太郎, 神谷 悠貴, 孫 玉平

  Jul. 2011, コンクリート工学年次論文集, Vol.33, Japanese

  [Refereed]

  Scientific journal


• 載荷履歴を受けたRC柱の補修後性能に関する実験的研究

  神谷 悠貴, 藤永 隆, 那良 幸太郎, 孫 玉平

  Jul. 2011, コンクリート工学年次論文集, Vol.33, Japanese

  [Refereed]

  Scientific journal


• 円形RC柱の終局耐力算定式の精度検証

  KIM Shinyu, ZHU Huajia, TANI Masanori, SUN Yuping

  Jul. 2011, コンクリート工学年次論文集, 33(2) (2), 211 - 216, Japanese

  [Refereed]

  Scientific journal


• フライアッシュを外割り混合したコンクリートを用いたRC柱部材のせん断性状に関する研究

  YOSHINO Kentaro, SUN Yuping, KOYAMA Tomoyuki

  Jul. 2011, コンクリート工学年次論文集, 33(2) (2), 181 - 186, Japanese

  [Refereed]

  Scientific journal


• PC鋼材種がPcaPC柱の耐震性能に及ぼす影響に関する実験的研究

  TANI Masanori, NAKAZONO Yusuke, SUN Yuping

  Jul. 2011, コンクリート工学年次論文集, 33(2) (2), 541 - 546, Japanese

  [Refereed]

  Scientific journal


• Hysteresis characteristics and modeling of friction damper with variable resistances

  Pmgbo Zhang, Yuping Sun, Takashi Fujinaga, Masanori Tani, Jae Hyouk Choi

  May 2011, Journal of Structural and Construction Engineering, 76(663) (663), 1007 - 1014

  [Refereed]

  Scientific journal


• Comparative study of seismic design methods for reinforced concrete structures in China and Japan

  Sun Yuping, Zhao Shichun, Ye Lieping

  May 2011, Building Strcuture, 41(5) (5), 13 - 20, Chinese

  [Refereed]

  Scientific journal


• 載荷履歴を受けた格子型SRC柱の補修後性能に関する実験的研究（その2 L/D=2試験体）

  Takashi FUJINAGA, Yuki KAMITANI, Yuping SUN, Kotaro NARA

  Mar. 2011, 神戸大学都市安全研究センター研究報告, 第15号, Japanese

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• 載荷履歴を受けた格子型SRC柱の補修後性能に関する実験的研究

  Takashi FUJINAGA, Kotaro NARA, Yuki KAMITANI, Yuping SUN

  Mar. 2011, 構造工学論文集, Vol.57B, Japanese

  [Refereed]

  Scientific journal


• 載荷履歴を受けたRC柱の補修後性能に関する実験的研究（その2 L/D=2試験体）

  Yuki KAMITANI, Takashi FUJINAGA, Yuping SUN, Kotaro NARA

  Mar. 2011, 神戸大学都市安全研究センター研究報告, 第15号, Japanese

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• Seismic evaluation method of multi-storey masonry buildings based on earthquake damage

  Qiwang Su, Yuping Sun, Shichun Zhao

  Feb. 2011, Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 46(1) (1), 30 - 35, Chinese

  Scientific journal


• Vibration Mitigation Effect of a Friction Damper with Variable Resistances on the Steel Frame Structure

  Pengbo Zhang, Yuping Sun, Shichun Zhao

  2011, ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 255-260, 2560 - 2567, English

  [Refereed]

  International conference proceedings


• 増し打ち補強梁のあと施工による主筋の定着性能確認実験ー既存地下構造の再利用を目的として

  HOJO Minoro, TABUCHI Mototugu, SUN Yuping

  2011, 日本建築学会技術報告集, 36, 519 - 524, Japanese

  [Refereed]

  Scientific journal


• Vibration Control Effect of a Friction Damper with Variable Resistance in the Passive Control Structure

  SUN Yuping, ZHANG Pengbo, ZHAO Shichun

  2011, Proceedings of International Conference on Civil Engineering and Building Materials, (135) (135), English

  [Refereed]

  International conference proceedings


• 高復元性を有する高強度RC柱部材の付着すべりを考慮した履歴性状の解析

  船戸佑樹, 谷昌典, 藤永隆, 張蓬勃, 孫玉平

  Sep. 2010, 第9回日中建築構造技術交流会, 953 - 962, Japanese

  Symposium


• 日本既有鋼筋混凝土結構的抗震診断法概観

  叶列平, 孫玉平, 趙世春

  Corresponding, Aug. 2010, 建築結構, 40(8) (8), 110 - 117, Chinese

  [Refereed]

  Scientific journal


• 既存地下構造の再利用を目的としたＲＣ補強梁柱接合部に関する実験的研究

  北條稔郎, 田渕基嗣, 孫玉平, 田中剛

  Jul. 2010, コンクリート工学年次論文集, 32(2) (2), 265 - 270, Japanese

  [Refereed]

  Scientific journal


• Flexural and Shear Behavior of RC Columns with Ultra High Strength Rebars

  KITTAKA Masayoshi, TANI Masanori, SUN Yuping, FUJINAGA Takashi

  Jul. 2010, Proceedings of the Japan Concrete Institute, Vol.32, No.2, pp.79-84, Japanese

  [Refereed]

  Scientific journal


• Behavior of RC Columns using Concrete Containing Large Quantity of Fly Ash

  TANI Masanori, SUN Yuping, KOYAMA Tomoyuki, KOYAMADA Hidehiro

  Jul. 2010, Proceedings of the Japan Concrete Institute, Vol.32, No.2, pp.73-78, Japanese

  [Refereed]

  Scientific journal


• 日本鋼筋混凝土結構強震時的抗震設計方法概観

  叶列平, 孫玉平, 趙世春

  Corresponding, Jun. 2010, 建築結構, 40(6) (6), 114 - 119, Chinese

  [Refereed]

  Scientific journal


• 載荷履歴を受けたラチス型鉄骨を内蔵するSRC柱の補修後性能に関する実験的研究

  神谷 悠貴, 藤永 隆, 孫 玉平, 那良 幸太郎

  Mar. 2010, 神戸大学都市安全研究センター研究報告, 第14号,pp.113-122, Japanese

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• 載荷履歴を受けたRC柱の補修後性能に関する実験的研究

  那良 幸太郎, 藤永 隆, 孫 玉平, 清水 直也

  Mar. 2010, 神戸大学都市安全研究センター研究報告, 第14号,pp.103-112, Japanese

  Scientific journal

  Link to Kobe Univ. Repository (Kernel)


• 肌隙を有するせん断型摩擦ダンパーのすべり耐力に関する研究

  張 蓬勃, 崔 宰赫, Takashi FUJINAGA, Yuping SUN

  Sixteen shear-type friction dampers were made and tested under cyclical loading to investigate the effect of the lap gap on the frictional resistance of the damper. The test results have indicated that the frictional resistance of a shear-type friction damper depends not only upon the tensile force by the high-strength bolts that clamp the slipping steel plate but also strongly upon the lap gap. Based on the experimental results, a formula for assessing the effect of the lap gaps on the frictional resistance of the damper was developed. Comparisons between the measured frictional resistances and the predicted ones have indicated that the frictional resistance of a shear-type friction damper with lap gap could be evaluated by the proposed formula very well.

  Japanese Society of Steel Construction, Dec. 2009, 鋼構造論文集, 第16巻(64) (64), 79 - 86, Japanese

  [Refereed]

  Scientific journal


• Seismic Performance of Reinforced Concrete Columns with Ultra High Strength Rebars

  TANI Masanori, SUN Yuping, FUJINAGA Takashi

  Corresponding, Dec. 2009, Proceedings of the 5th International Symposium on Improvement of Structural Safety and Building Structures, 299 - 306, English

  [Refereed]

  International conference proceedings


• 可変摩擦ダンパー基本性能に関する研究

  張 蓬勃, 崔 宰赫, 藤永 隆, 孫 玉平

  Sep. 2009, 鋼構造論文集, 16(63) (63), 79 - 86, Japanese

  [Refereed]

  Scientific journal


• 既存地下構造物の再利用を目的としたRC補強梁の曲げせん断性状に関する実験的研究

  北條稔郎, 田渕基嗣, 孫玉平, 田中剛

  Jul. 2009, コンクリート工学年次論文集, 31(2) (2), 1447 - 1452, Japanese

  [Refereed]

  Scientific journal


• 軟鋼製せん断パネルを取り付けた高強度鉄筋コンクリート造骨組の耐震性能に関する実験的研究

  孫玉平, 福原武史

  Jul. 2009, コンクリート工学年次論文集, 31(2) (2), 391 - 396, Japanese

  [Refereed]

  Scientific journal


• 等偏心圧縮力を受けるCFT中柱の耐力評価に関する解析的研究

  Takashi FUJINAGA, Yuping SUN

  Jul. 2009, コンクリート工学年次論文集, Vol.31, Japanese

  [Refereed]

  Scientific journal


• Experimental Study on High-Strength RC Columns with Self-Centering Capacity

  TANI Masanori, SUN Yuping, FUJINAGA Takashi, ORITA Kou

  Jul. 2009, Proceedings of the Japan Concrete Institute, Vol. 31, No. 2, pp. 565-570, Japanese

  [Refereed]

  Scientific journal


• SEISMIC EVALUATION OF CONCRETE BUILDINGS IN CHINA

  Yuping Sun, Shichun Zhao, Yanhui Liu

  2009, PROCEEDINGS OF INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING - THE FIRST ANNIVERSARY OF WENCHUAN EARTHQUAKE, 183 - 189, English

  [Refereed]

  International conference proceedings


• 炭素繊維シートとモルタル板で拘束された鋼製せん断パネルのエネルギー吸収特性に関する研究

  ZHANG Peng-bo, SUDO Toshifumi, FUJINAGA Takashi, SUN Yuping

  Dec. 2008, 鋼構造論文集, 第15巻第60号, pp.1-8, Japanese

  [Refereed]

  Scientific journal


• 耐力可変摩擦ダンパーの履歴挙動に関する研究

  孫玉平, 張蓬勃

  Oct. 2008, 第8回日中建築構造技術交流会論文集, 8, 265 - 270, Japanese

  [Refereed]

  International conference proceedings


• Sub-Structure Online Test on Vibration Control of Structures Coupled With Friction Dampers

  P.B.Zhang, J.H.Choi, Y.P.Sun

  Oct. 2008, Proceedings of 14-th WCEE, (PaperID 12-01-0057) (PaperID 12-01-0057), 1 - 8, English

  [Refereed]

  International conference proceedings


• arthquake-Resisting Properties of Confined High-Strength Concrete Frames

  T.Fukuhara, Y.P.Sun

  Corresponding, Oct. 2008, Proceedings of 14-th WCEE, (PaperID 12-01-0036) (PaperID 12-01-0036), 1 - 8, English

  [Refereed]

  International conference proceedings


• Behavior of Square Concrete-Filled Tubular Columns under Eccentric Compression with Double Curvature Deflection

  T.Fujinaga, H.Doi, Y.P.Sun

  Corresponding, Oct. 2008, Proceedings of 14-th WCEE, (PaperI05-06-0033) (PaperI05-06-0033), 1 - 8, English

  [Refereed]

  International conference proceedings


• Mechanical Properties of Concrete Beam Made of a Large Amount of Fine Fly Ash

  T.Koyama, Y.P.Sun, T.Fujinaga, H.Koyamada, F.Ogata

  Corresponding, Oct. 2008, Proceedings of 14-th WCEE, (PaperID 05-03-0040) (PaperID 05-03-0040), 1 - 8, English

  [Refereed]

  International conference proceedings


• Proposal and Application of Stress-Strain Model for Concrete Confined by Steel Tubes

  Sun Yuping

  Lead, Oct. 2008, Proceedings of 14-th WCEE, (05-03-0027) (05-03-0027), 1 - 8, English

  [Refereed]

  International conference proceedings


• 石炭灰を大量混合したRC梁の曲げせん断挙動に関する実験的研究

  FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, KOYAMADA Hidehiro

  本研究は,石炭灰を大量に混合した鉄筋コンクリート部材の終局挙動を調べることを目的として,石炭灰の一種であるフライアッシュをセメントに対して外割で大量混合した鉄筋コンクリート梁の終局曲げせん断性状や変形能について実験的に検討を行った。その結果,単位体積あたりの配合量455kg/m^3までの籠囲では,フライアッシュの混合量の増加に伴い,梁のせん断耐力および変形能は大きくなること,フライアッシュの大量混合でせん断スパン比1.0の短い梁にも十分な変形能をもたらせること,などが明らかになった。

  日本コンクリート工学協会, Jul. 2008, コンクリート工学年次論文集, Vol.30, No.3, pp.247-252(3) (3), 247 - 252, Japanese

  [Refereed]

  Scientific journal


• フライアッシュを外割混合したコンクリートの圧縮応力-ひずみ関係のモデル化

  KOYAMA Tomoyuki, SUN Yuping, KOYAMADA Hidehiro, FUJINAGA Takashi

  本研究は,フライアッシュを外割混合した鉄筋コンクリート部材の終局曲げ性状およびせん断性状を評価するのに必要不可欠な,コンクリートの圧縮応力-ひずみ関係のモデル化を行うことを目的とする。単位セメント量および単位水量一定の条件下では,フライアッシュ外割混合量の増加に伴い,コンクリートの圧縮強度および圧縮強度時ひずみは大きくなる傾向が見られた。また,フライアッシシュを外割混合したコンクリートの応力-ひずみ関係の定式化を行い,実験結果との比較を通じて,提案式は実験結果を精度よく評価できることを明らかにした。

  日本コンクリート工学協会, Jul. 2008, コンクリート工学年次論文集, Vol.30, No.3, pp.85-90(3) (3), 85 - 90, Japanese

  [Refereed]

  Scientific journal


• 複曲率曲げを受ける角形CFT 柱の偏心圧縮実験

  Takashi FUJINAGA, Yuping SUN

  Eccentrically compression tests of forty-three square concrete-filled tubular (CFT) columns were tested under double curvature deformation to investigate applicability and validity of current design formula for CFT slender and middle-length columns. Experimental results have indicated that the current design formula could predict flexural strength of slender CFT columns fairly well. It has also been made clear that the flexural strength of middle-length CFT columns can be evaluated well by the current design formula, while the predicted strengths tend to underestimate the measured results as the moment gradient becomes large.

  Architectural Institute of Japan, Mar. 2008, 構造工学論文集, Vol.54B,pp.17-22, 17 - 22, Japanese

  [Refereed]

  Scientific journal


• 3104 主筋の降伏点応力が高強度RC骨組みの耐震性能に及ぼす影響に関する研究(高強度コンクリート(構造))

  福原 武史, 孫 玉平

  Fc=80N/mm^2級の高強度RC骨組みに一定軸力下の繰り返し載荷実験を行い,同幅厚比の横拘束鋼管を用いた,同軸力比下の試験体において主筋降伏点応力の違いが骨組みの耐震性能へ及ぼす影響を調査した。この線主筋に降伏強度fsy=894～997N/mm^2の高強度鉄筋を用いると,fsy=347～395N/mm^2の普通鉄筋を用いた場合に比べ骨組みの水平耐力が向上し,大変形時のひび割れや残留変形が抑制される効果が観察された。一方,主筋に高強度鉄筋を用いた試験体のエネルギー吸収能力は,普通鉄筋を用いた試験体に比べて劣ることが明らかになった。

  日本コンクリート工学協会, 2008, コンクリート工学年次論文集, 30(3) (3), 619 - 624, Japanese


• 円形鋼管で横拘束された高強度鉄筋コンクリート柱の履歴挙動に関する研究

  FUJINAGA Takashi, SUN Yuping, MATSUO Hidenori

  円形銅管で横拘束された高強度鉄筋コンクリート(RC)柱について,一定軸力下における繰り返し曲げせん断実験を行った結果,高強度材料を用いた円形RC柱を鋼管で横拘束すれば,高軸力下における柱に十分な変形能力を持たせることができるだけではなく,柱の残留部材角を小さく抑えられることが明らかになった。また,円形鋼管の拘束効果,加力スタブによる付加拘束効果,および鉄筋の付着すべりの影響を考慮に入れた柱の水平挙動に関する解析を行い,実験結果との比較により,解析手法の妥当性を検証した。

  日本コンクリート工学協会, Jul. 2007, コンクリート工学年次論文集, Vol.29, No.3(3) (3), 547 - 552, Japanese

  [Refereed]

  Scientific journal


• Analytical Study of Capacity Curve of Confined High-Strength Concrete Frames

  SUN Yuping, TAKEUCHI Takashi, FUKUHARA Takeshi

  鋼管横拘束柱を用いた高強度鉄筋コンクリート造骨組みについて,鋼管による拘束効果,大変形における軸力によるP-Δ効果,および高強度鉄筋の付着すべりなどが骨組みの能力曲線に及ぼす影響に関する解析的検討を行った。その結果,本論で提案した解析手法を用いれば,骨組みを構成する部材における前述した諸構造因子の骨組みの能力曲線への影響度合いを的確に調べることができるほか,拘束高強度コンクリート造骨組みの能力曲線を大変位域まで精度よく評価できることなどが明らかになった。

  日本コンクリート工学協会, 2007, Proceedings of the Japan Concrete Institute, 29(3) (3), 307 - 312, Japanese


• Evaluation Method of Seismic Performance of Reusable Unbonded-Joint High-Strength Concrete Columns

  FUKUHARA Takeshi, NAKAHARA Yu, MATSUO Hidenori, SUN Yuping

  Fc=80N/mm^2級の高強度コンクリートを利用した資源循環型PCa圧着接合構造体を提案し,特にその柱脚部を想定した試験体に対して一定軸力下における繰り返し載荷実験を行い,水平力-部材角関係等,耐震性能に関するデータを取得した。この結果,提案した構造体の柱は靭性能に優れ残留変形は抑制されることが明らかとなった。次いで,部材の耐震性能を,材軸方向の変形によるプレストレスの抜けを考慮して解析的に評価する手法を提案し,その妥当性を実験結果と比較することで検証した。この結果,本論中で提案する解析評価手法を用いれば,構造体の部材の耐震性能を精度良く評価することができる。

  日本コンクリート工学協会, 2007, Proceedings of the Japan Concrete Institute, 29(3) (3), 559 - 564, Japanese

  [Refereed]


• Modeling of Complete Stress-Strain Relationship of High-Strength Steel

  Y.P. Sun, T.Fukuhara, J.Chen

  Sep. 2006, Proceedings of First European Conference on Earthquake Engineering and Seismology, (760) (760), 563 - 572


• Study of Variation in Seismic Performance Evaluation of Concrete Frames

  T. Takeuchi, Y.P. Sun, T. Fukuhara

  Corresponding, Sep. 2006, Proceedings of First European Conference on Earthquake Engineering and Seismology, (500) (500), 263 - 271, English

  [Refereed]

  International conference proceedings


• 高軸力を受ける高強度ＲＣ骨組みの耐震性能

  孫 玉平

  Lead, Aug. 2006, 第７回日中建築構造技術交流会論文集, 7, 653 - 662, Japanese

  [Refereed]

  International conference proceedings


• Analytical Study of Cyclic Response of Concrete Members Made of High-Strength Materials

  Y.P. Sun, T.Fukuhara, H.Kitajima

  Aug. 2006, Proceedings of the 8th US National Conference on Earthquake Engineering, (1581) (1581), 631 - 640, English

  [Refereed]

  International conference proceedings


• 強風時建設現場のリスク解析

  下村百合子, 小山田英弘, 福島正治, 前田潤滋, 孫玉平, 河野昭彦

  Corresponding, Jul. 2006, 第22回建築生産シンポジウム論文集, 97 - 102, Japanese

  [Refereed]

  Symposium


• 2104 付着すべりの影響を考慮した高強度RC柱の履歴性状の解析(高強度コンクリート(構造))

  孫 玉平, 福原 武史, 北島 英樹

  高強度材料を用いた鉄筋コンクリート柱の繰り返し履歴性状を解析するために,材料特に高強度鉄筋の全応力-ひずみ関係モデルを提案したうえ,鉄筋の付着すべりの影響を考慮に入れる解析方法を提案した。既往の実験結果との比較から,本論で提案した材料の履歴モデルと解析方法を用いれば,高強度鉄筋を用いた鉄筋コンクリート柱の終局耐力と変形能力のみならず,履歴ループごとにおけるエネルギー吸収能力と残留変形角なども精度よく評価できることが明らかになった。

  日本コンクリート工学協会, 2006, コンクリート工学年次論文集, 28(2) (2), 619 - 624, Japanese


• 2023 拘束高強度円形RC柱の耐震性能に関する研究(柱)

  松尾 英典, 孫 玉平, 石原 淳平

  高強度スパイラルフープにより拘束された高強度円形RC柱について,一定軸力下における繰り返し曲げせん断実験を行った結果,高強度鉄筋と高強度コンクリートを用いた円形RC柱を高強度スパイラルフープで横拘束すれば,柱に十分な変形能力を持たせることができるだけではなく,柱の残留部材角を小さく抑えられることが明らかになった。また,コンクリートと鉄筋の付着すべりの影響および付加拘束の影響を考慮した断面解析を行い,提案した解析手法の妥当性を検証した。

  日本コンクリート工学協会, 2006, コンクリート工学年次論文集, 28(2) (2), 133 - 138, Japanese


• Nonlinear Behavior of Steel Scaffoldings under Wind Loading

  Sun Yuping

  Behavior of the scaffolding structures made of torii-type scaffolding frame under wind loading was studied by conducting nonlinear pushover analysis. A simple model that is consisted of five members is proposed in this paper instead of the prototype model of the torii-type frame with the aim of upgrading the analysis efficiency. The nonlinear analytical results showed that the proposed five-member model enables one to reasonably and effectively simulate the lateral behavior and collapse mechanism of the steel-scaffolding structures.The analytical results also indicated that the detailing of the linking rods play dominant role in preventing the scaffolding structures' collapsing, and hence should be carefully designed.

  Kyushu University, Jul. 2005, Journal of Architecture and Urban Design, Kyushu University, 第8号,pp. 45-50, 79 - 84, Japanese

  [Refereed]

  Scientific journal


• Study of Problems in Nonlinear Pushover Analysis of Concrete Frame Structures

  Sun Yuping

  A Multi-segment beam element was proposed to study effects of several primary factors involved in the nonlinear pushover analysis on the calculated capacity curve of reinforced concrete frame structures. Analytical results have indicated that the use of traditional dumped hinge beam element couldn't trace the spread of the plastic hinge region as the increase of deformation. The axial load in both side columns of a frame structure might be increased up to three times of their initial levels induced by the dead load. It has also been made clear that the P-delta effect must be taken into consideration as mideling the structural components since it may not only decrease the ultimate capacity, but also change the failure mechanism of the frame.

  Kyushu University, Jul. 2005, Journal of Architecture and Urban Design, Kyushu University, 第8号,pp. 71-78, 85 - 92, Japanese

  [Refereed]

  Scientific journal


• Proposal of Design Equation for Evaluating Shear Strength of Circular Concrete Columns

  Sun Yuping

  鉄筋コンクリート円形断面部材のせん断終局耐力を直接求めるための算定式を提案した。本提案算定式は,円形断面部材のせん断破壊面における力の釣り合い条件に基づいて誘導されており,円形断面を正方形または長方形断面に置換することなく,部材のせん断耐力を直接算定することができる。また,既往の円形断面部材のせん断耐力に関するデータを収集し,本提案式の精度について検証した結果,本算定式は鉄筋コンクリート円形断面部材のせん断終局耐力を精度よく評価できることが明らかになった。

  日本コンクリート工学協会, Jun. 2005, Transactions of the Japan Concrete Institute, Vol. 27, No. 2, pp. 229-234(2) (2), 229 - 234, Japanese

  [Refereed]

  Scientific journal


• Development of High Seismic Performance Concrete Frames

  Sun Yuping, Fukuhara Takeshi

  Jun. 2005, the ACI Special Publication, No. 228, Vol. 1, pp. 615-632, 615 - 632, English

  [Refereed]

  Scientific journal


• 2004年台風による九州での風災害について（速報）

  前田潤滋, 孫玉平

  Jan. 2005, 九州大学大学院人間環境学研究院紀要, (7) (7), 39 - 46, Japanese

  [Refereed]

  Research institution


• Behavior of HSC frames under seismic loading

  Fukuhara Takeshi, Sun Yuping

  Aug. 2004, Proceedings of the 13rd WCEE, Vancouber, (3172) (3172), 1 - 12, English

  [Refereed]

  International conference proceedings


• Cyclic response of highly confined HRC columns

  Sun Yuping, Matsuo Hidenori

  Aug. 2004, Proceedings of the 13rd WCEE, Vancouber, (3221) (3221), 1 - 10, English

  [Refereed]

  International conference proceedings


• 鋼管拘束柱を有する高強度RC骨組の耐震挙動に関する実験的研究

  福原武史, 孫玉平, 前田潤滋, 崎野健治

  Corresponding, Jul. 2004, コンクリート工学年次論文報告集, 26(2) (2), 511 - 516, Japanese

  [Refereed]

  Scientific journal


• 明瞭な降伏棚を持たない高強度鉄筋の応力ーひずみ関係の定式化と応用

  孫 玉平, 崎野健治, 北島英樹, 福原武史

  Jul. 2004, コンクリート工学年次論文報告集, 26(2) (2), 769 - 774, Japanese

  [Refereed]

  Scientific journal


• 高性能鉄筋コンクリート柱の繰り返し履歴挙動に関する研究

  孫 玉平, 松尾英典, 福原武史

  Jun. 2004, 第6回日中建築技術交流会論文集, 783 - 792, Japanese

  [Refereed]

  International conference proceedings


• Introduction of the AIJ design guideline for circular CFT structures

  Ma Xinbo, Zhang Sumei, Sun Yuping

  Feb. 2004, Journal of Industry Buildings, 2, 1 - 8, Chinese

  [Refereed]

  Scientific journal


• 拘束高強度RC柱の繰り返し曲げせん断性状に関する研究(高強度コンクリート(構造))

  松尾 英典, 孫 玉平, 福原 武史, 崎野 健治

  角形鋼管により拘束された高強度RC柱について,一定軸力下における繰り返し曲げせん断実験を行った結果,高強度鉄筋と高強度コンクリートを用いたRC柱を鋼管で横拘束すれば,柱に十分な変形能力をもたらすことができるのみならず,柱の残留部材角を小さく抑えられることが明らかになった。また,鋼管の拘束効果を考慮に入れた,高強度材料を用いたRC柱の終局曲げ耐力の算定法を提案し,実験結果との比較により提案方法の妥当性を検証した。

  Corresponding, 日本コンクリート工学協会, 2004, コンクリート工学年次論文集, 26(2) (2), 775 - 780, Japanese

  [Refereed]

  Scientific journal


• Earthquake-Resistant Behavior of Confined HSC Frames

  SUN Yuping, SAKINO Kenji, MAEDA Junji

  Four moment-resisting concrete frames were tested under cyclic reversed lateral load while subjected to constant axial compression. The test specimens were made of high-strength concrete having target strength of 80MPa. Aiming at verification of the effectiveness of a new confinement method, columns of the test frames were confined by square steel tube in lieu of conventional hoops. Test results showed that the HSC frames could behave in a very stable manner till large deformation even under high axial load with axial load ratio of 0.5, when the columns were confined by steel tube. Method for evaluating ultimate lateral capacity of the confined HSC frames was also presented and compared with the tests results.

  Kyushu University, Jul. 2003, Journal of architecture and urban design, Kyushu University, 4, 91 - 98


• Equation of Ultimate N-M curve of circular CFT columns

  Sun Yuping, Sakino Kenji

  Jun. 2003, Proceedings of the International Conference on Advances in Structures, published by Elsevier Science, 1, 1 - 6, English

  [Refereed]

  International conference proceedings


• Ultimate moment equation of circular HSC members

  Sun Yuping, Sakino Kenji

  Sep. 2002, Proceedings of the International Conference on Advances in Buildings, 1, 889 - 896, English

  [Refereed]

  International conference proceedings


• Prediction of cyclic flexural behavior of squarely confined HSC columns

  Sun Yuping, Sakino Kenji, Kajihara Tatsuo

  Aug. 2002, Proceedings of the 7-th International Symposium on Structural Engineering, Tianjing, 1, 31 - 36, English

  [Refereed]

  International conference proceedings


• Experimental study on cyclic behavior of plastic hinge region of squarely confined HSC columns

  Sun Yuping, Kajihara Tatsuo, Sakino Kenji

  Aug. 2002, Proceedings of the 7-th International Symposium on Structural Engineering, Tianjing, 1, 245 - 250, English

  [Refereed]

  International conference proceedings


• 拘束高強度RC柱の繰り返し曲げ性状について

  孫玉平, 崎野健治, 梶原龍生

  Jun. 2002, コンクリート工学年次論文報告集, 24(2) (2), 199 - 204, Japanese

  [Refereed]

  Scientific journal


• Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes (Part 3 Effects of Shear Span Ratio of Column)

  Yuping Sun, Kenji Sakio, Kentaro Yasuda, Amin Aklan

  Sept. 2001

  Architectural Institute of Japan, Sep. 2001, Journal of Structural and construction Engineering (Transactions of AIJ), 66(547) (547), 127 - 136, English

  [Refereed]

  Scientific journal


• Equation for Computing Ultimate Flexural Strength of Circularly Retrofitted Concrete Columns

  SUN Yuping, SAKINO Kenji

  Kyushu University, Jul. 2001, Journal of architecture and urban design, Kyushu University, 1(1) (1), 145 - 152, English

  [Refereed]

  Research institution


• RC柱における曲げ破壊とせん断破壊の発生確率

  中原浩之, 松村和雄, 崎野健治, 孫玉平

  Jun. 2000, コンクリート工学年次論文報告集, 22(3) (3), 349 - 354, Japanese

  [Refereed]

  Scientific journal


• Experimental Study of the Flexural Behavior of Ultra-High-Strength Confined Concrete Columns

  SUN Yuping, SAKINO Kenji

  幅厚比が28～83の角形鋼管(内幅250mm)により横拘束された超高強度鉄筋コンクリート柱(コンクリートの設計強度100MPa)について.一定軸力下における曲げ実験を行い,鋼管の幅厚比が鋼管横拘束RC柱の終局曲げ性状に及ぼす影響を調べた、その結果,軸力比0.3以上の高軸力を受ける鋼管横拘束超高強度RC柱に充分な曲げ変形能を確保するには幅厚比43以下の角形鋼管を使用する必要があることと,柱が終局曲げ耐力に達する時の断面圧縮縁コンクリートの終局ひずみは柱に作用している軸力の大きさの影響をあまり受けず,鋼管の拘束度合いにほぼ線形比例して上昇していくことなどが明らかになった。

  日本コンクリート工学協会, Jun. 2000, コンクリート工学年次論文集, 22(3) (3), 949 - 954, Japanese

  [Refereed]

  Scientific journal


• EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 2 Effects of wall thickness of steel tube

  SUN Yuping, SAKINO Kenji, YASUDA Kentaro, AKLAN Amin

  As the second part of an integrated theoretical and experimental study of earthquake-resisting performance of the reinforced concrete columns confined by square steel tube, this paper presents experimental results conducted over twelve reinforced concrete columns confined by square steel tubes having five kinds of wall thickness. The columns were tested under reversed cyclic lateral force while subjected to constant axial load to study the effect of wall thickness of the square steel tubes on the seismic performance of the columns. It is shown that the effect of wall thickness on the earthquake-resisting capacity of the confined columns depends on the applied axial load level; the higher the axial load was, the more significant the effect of wall thickness. Experimental results also indicate that strengthening the square steel tube with inner stiffeners in the potential failure regions of the column could enhance confinement effectiveness of the steel tube significantly. Even under high axial load with axial load ratio n=0.67, the column confined by strengthened square steel tube by inner stiffener with B/t ratio of 118 exhibited very stable response in a manner similar to the columns confined by much thicker square steel tube with B/t ratio of 43.

  Architectural Institute of Japan, May 2000, Journal of Structural and Construction Engineering (Transactions of AIJ), 65(531) (531), 133 - 140, English


• A comprehensive stress-strain odel for high-strength concrete confined by circular transverse reinforcement

  Sun Yuping, Sakino Kenji

  Mar. 2000, Proceedings of the 6-th ASCCS Conference on Composite and Hybrid Structures, 1067 - 1074, English

  [Refereed]

  International conference proceedings


• SEISMIC RETROFIT TECHNIQUE FOR EXISTING R/C FRAMES BY ATTACHING STEEL BRACING FRAMES TO COLUMNS PROJECTED FROM EXTERIOR WALLS

  ESAKI Fumiya, OHKUBO Masamichi, KAWAMURA Hiroyuki, SAKINO Kenji, SUN Yuping, HIROOKA Toshisada, MATSUI Chiaki

  This paper proposes a seismic retrofitting technique for existing R/C buildings by attaching steel bracing frames to the columns projected from the exterior walls of buildings. Two types of the experimental parameters were focussed in this paper. One is the joint technique between the retrofitting steel columns (beam) and the R/C column (beam). The other is whether or not to anchor the base of the steel columns to the foundations of R/C frames. The cyclic lateral loads were applied to the model specimens, which were about 1/3 the size of R/C frames in school buildings under a constant axial load in the experiments. The experiments and the analyses leaded the following conclusion. The full lateral load carrying capacity was developed in all the specimens regardless of the joint techniques between the steel frames and the R/C frames if the bases of the steel frames were anchored to the foundations of R/C frames. However, the R/C columns failed in shear if they were not anchored.

  Architectural Institute of Japan, Mar. 2000, Journal of Structural and Construction Engineering (Transactions of AIJ), 65(529) (529), 135 - 142, Japanese

  [Refereed]

  Scientific journal


• Steel jacketing for improvement of column strength and ductility

  Sakino Kenji, Sun Yuping

  Jan. 2000, Proceedings of the Twelfth WCEE, (2525) (2525), 1 - 8, English

  [Refereed]

  International conference proceedings


• 高強度コンクリートを用いた円形鉄筋コンクリート柱の終局耐力略算法

  Sun Yuping, Kenji Sakino

  Sept. 2000

  2000, American Concrete Institute, Farmington Hills, Mich., SP-193, 571 - 585


• Limit deformation capacity of confined RC columns - part 1 Theoretical consideration and experimental program

  Sun Yuping, Sakino Kenji

  Aug. 1999, Proceedings of the 7-th EASEC on Structural Engineering and Construction, Kochi, 1199 - 1204, English

  [Refereed]

  International conference proceedings


• 鋼管横補強RC柱の耐力および変形能力の評価

  安田健太郎, 孫玉平, 崎野健治, Aklan Amin

  Jul. 1999, コンクリート工学年次論文報告集, 21(3) (3), 1321 - 1326


• 3101 Stress-Strain Relationship of High-Strength Concrete Confined by Circular Steel Tube

  SUN Yuping, IKENONO Yoichi, SAKINO Kenji

  4種類の径厚比を有する円形鋼管により横拘束された、圧縮強度60MPaと100MPaの局強度コンクリート円柱の中心圧縮実験を行い、円形鋼管の径厚比が高強度コンクリートの圧縮性状に及ぼす影響を実騨的に調べた。また、中心圧縮試験の実験結果に基づき、圧縮強度100MPaまでの高強度コンクリートへ適用できる、円形鋼管により拘束されたコンクリートの応カーひずみ関係を提案した。

  日本コンクリート工学協会, Jul. 1999, コンクリート工学年次論文報告集, 21(3) (3), 601 - 606, Japanese


• 拘束高強度鉄筋コンクリート柱の終局曲げ性状に関する実験的研究

  池之野陽一, 孫玉平, 崎野健治

  Jul. 1999, コンクリート工学年次論文報告集, 21(3) (3), 589 - 594


• Mechanical properties of ultra-high strength concrete confined by steel tube

  Sun Yuping, Sakino Kenji, Ikenono Yoichi

  Jun. 1999, Proceedings of 5-th International Symposium on Utilization of High-strength / High-performance Concrete, San Defjord, 636 - 645, English

  [Refereed]

  International conference proceedings


• Ultimate capacity design of confined high-strength concrete columns

  Sun Yuping, Sakino Kenji

  Jun. 1999, Proceedings of 5-th International Symposium on Utilization of High-strength / High-performance Concrete, San Defjord, 628 - 635, English

  [Refereed]

  International conference proceedings


• Limit deformation capacity of confined RC columns - Part 2 Experimental results and comparison with theoretical predictions

  Sun Yuping, Sakino Kenji

  1999, Proceedings of the 7-th EASEC on Structural Engineering and Construction, Kochi, 1205 - 1210, English

  [Refereed]

  International conference proceedings


• Ultimate strength and deformability of RC column retrofitted by square steel tube

  Sun Yuping, Sakino Kenji, Aklan Amin, Watanabe Keiichi

  Sep. 1998, Proceedings of RILEM 2nd International Conference on Rehabilitation of Structures, Melbounre, 619 - 632, English

  [Refereed]

  International conference proceedings


• Assessment of ultimate strength and deformability of RC columns Retrofitted by Circular Steel Tube

  Sun Yuping, Sakino Kenji

  Sep. 1998, Proceedings of RILEM 2nd International Conference on Rehabilitation of Structures, Melbounre, 229 - 245, English

  [Refereed]

  International conference proceedings


• Modeling for the axial behavior of high-strength CFT columns

  Sun Yuping, Sakino Kenji

  Aug. 1998, Proceedings of 23rd Conference on Our World in Concrete Structures, Singapore, 179 - 186, English

  [Refereed]

  International conference proceedings


• Ultimate Strength of RC Columns Retrofitted by Circular Steel Tubes

  Sun Yuping, Sakino Kenji

  円形鋼管による拘束効果を考慮に入れたコンクリートの応カーひずみ関係を用いて,円形断面の曲げ圧縮域におけるコンクリートの等価応力ブロックの形状係数および終局ひずみの算定式を構成した。ついで、円形鋼管により補強・補修された鉄筋コンクリート柱の曲げ終局強度を求めるための算定方法を提案した。また,既往の実験結果との比較により,提案した算定方法の妥当性を検証した。

  日本コンクリート工学協会, Jul. 1998, コンクリート工学年次論文報告集, 20(3) (3), 1117 - 1122, Japanese

  [Refereed]

  Scientific journal


• Effect of Transverse Steel on the Stability Limit Axial Load Ratio of RC Columns

  SAKINO Kenji, TiAN Fusheng, SUN Yuping, OBA Teruhisa

  鉄筋コンクリート(RC)柱が一定軸力下で多数回の繰り返し曲げを受ける場合,軸力比が高い場合は材軸方向の縮みが累積したり顕著な耐力低下が生じるなどの不安定な挙動を示す。軸力比が低い場合はこのような現象は生じず,柱は安定な挙動を示す。本論においては,柱が安定な挙動を示すかあるいは不安定な挙動を示すかの境界となる軸力比を安定限界軸力比と定義した。ついで,安定限界軸力比に及ぼす横補強筋の影響を解析的に検討し,実験により解析方法の妥当性を検証した。

  日本コンクリート工学協会, Jul. 1998, コンクリート工学年次論文報告集, 20(3) (3), 499 - 504, Japanese

  [Refereed]

  Scientific journal


• Deformability of RC Short Columns confined by Square Steel Tube

  YASUDA Kentaro, AKLAN Amin, SUN Yuping, SAKINO Kenji

  鋼管横補強正方形RC短柱の変形性能に及ぼすせん断スパン比と横補強用鋼管の板厚の影響を実験的に明らかにするために,これらを実験変数とした250x2501nlnの正方形断面を有するRC柱供試体に対して一定軸力下における繰り返し曲げせん断実験を行った。その結果,柱のせん断スパン比が短くなると鋼管は曲げ圧縮変形に起因するコンクリートの横膨らみのみならずせん断変形に起因するコンクリートの横膨らみをも拘束することになるため,柱に十分な変形性能を保持させるためにはより厚肉の鋼管で補強する必要があることが分かった。

  Corresponding, 日本コンクリート工学協会, Jul. 1998, コンクリート工学年次論文報告集, 20(1) (1), 551 - 556, Japanese

  [Refereed]

  Scientific journal


• Predictability of failure mode of reinforced concrete columns

  Sun Yuping, Sakino Kenji, Nakahara Hiroyuki

  Dec. 1997, Transactions of the Japan Concrete Institute, 16, 279 - 286, English

  [Refereed]

  Scientific journal


• Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes

  Sun Yuping, Sakino Kenji, Aklan Amin

  Nov. 1997

  Nov. 1997, Journal of Structural and Construction Engineering (Transactions of AIJ), (501) (501), 93 - 101, English

  [Refereed]

  Scientific journal


• Ultimate strain and strength of R/C columns confined by steel tubes

  Sun Yuping, Sakino Kenji, Aklan Amin

  Sep. 1997, Proceedings of international conference on composite construction - Conventional and Innovative (30% accepted ratio), 675 - 680, English

  [Refereed]

  International conference proceedings


• Wall-thickness effect of square steel tubed RC columns on their seismic behavior

  Aklan Amin, 崎野健治, 孫玉平, 何文

  Jun. 1997, コンクリート工学年次論文報告集, 19(2) (2), 303 - 308, Japanese

  [Refereed]

  Scientific journal


• 拘束RC柱の曲げ圧縮性状に及ぼす断面ひずみ勾配の影響

  田福勝, 崎野健治, 孫玉平

  Mar. 1997, 日本建築学会構造工学論文集, 43-B, 191 - 198


• Ductile performance of RC columns in high-rise buildings

  Sun Yuping, Sakino Kenji

  1997, Proceedings of IABSE Internal Conference on Long-span and High-rise Structures; Kobe (accepted ratio 30%), 801 - 806, English

  [Refereed]

  International conference proceedings


• BEHAVIOR OF SQUARE TUBED RC COLUMNS SUBJECTED TO AXIAL LOAD AND BENDING MOMENT

  SUN Yuping, SAKINO Kenji, AKLAN Amin

  Dec. 1996, Transactions of the Japan Concrete Institute, 17, 233 - 240, English

  [Refereed]

  Scientific journal


• Flexural Behavior of High-Strength RC Columns Confined by Rectilinear Reinforcement

  孫玉平, 崎野健治, 吉岡智和

  Aug. 1996, 日本建築学会構造系論文集, (486) (486), 95 - 106, English

  [Refereed]

  Scientific journal


• Confinement effect of transverse hoop in high-strength concrete

  Y.P. SUN, T. OBA, F.S. TIAN, T. IKEDA

  Jun. 1996, Proceedings of the Eleventh WCEE, (1363) (1363), 1 - 8, English

  [Refereed]

  International conference proceedings


• Effect of Wall Thickness of Steel Tubes on the Behavior of Square Tubed R/C Columns

  Sakino Kenji, Sun Yuping, Aklan Amin

  Corresponding, Jun. 1996, Proceedings of the 11-th WCEE, (690) (690), 1 - 8, English

  [Refereed]

  International conference proceedings


• Tests on Deformation Capacity of R/C Columns with Varying Axial Load and Diagonal Lateral Load

  TIAN Fusheng, SAKINO Kenji, SUN YUPING

  横補強筋の配筋形式等が鉄筋コンクリート柱の曲げ圧縮性状に及ぼす影響および断面のひずみ勾配が圧縮域のコンクリート応カーひずみ関係に及ぼす影響を調べるために、250x250x75舳mの柱試験体(12体)の一定軸力下における曲げ圧縮実験を行った。その結果、中心圧縮実験により得られたコンクリートの応カーひずみ関係モデルは、曲げ圧縮を受ける断面の曲げ性状をより精度よく評価するためには、断面のひずみ勾配の影響を考慮に入れて修正する必要があることが分かった。

  日本コンクリート工学協会, Jun. 1996, コンクリート工学年次論文報告集, 18(2) (2), 911 - 916, Japanese

  [Refereed]

  Scientific journal


• Concrete Column Confined by High-Strength Hoops

  Sun Yuping, Sakino Kenji, Tian Fushen

  Jul. 1995, Proceedings of the 5-th EASEC, Australia, 1, 519 - 524, English

  [Refereed]

  International conference proceedings


• 鋼管横補強鉄筋コンクリ-ト柱の曲げ圧縮性状

  孫玉平, 崎野健治, A.M. Aklan

  Jun. 1995, コンクリ-ト工学年次論文報告集, 17(2) (2), 393 - 398, Japanese

  Scientific journal


• Effects of Configuration of Transverse Hoops on the Stress-Strain Behavior of Concrete

  Sun Yuping, Sakino Kenji, Watanabe Keiichi, Tian Fushen

  Dec. 1994, Transactions of the Japan Concrete Institute, 16, 49 - 56, English

  [Refereed]

  Scientific journal


• Comparative Study on the Confinement Effect of Rectilinear Transverse Steels

  Yoshioka Tomokazu, Sun Yuping, Sakino Kenji

  Corresponding, Dec. 1994, Transactions of the Japan Concrete Institute, 16, 57 - 64, English

  [Refereed]

  Scientific journal


• Method of improving the ductility of RC columns under high axial load by using steel tube

  Yuping Sun, Kenji Sakino

  Jun. 1994, Proceedings of the fourth international conference on stee-concrete composite structures, 139 - 142, English

  [Refereed]

  International conference proceedings


• STRESS-STRAIN CURVE OF CONCRETE CONFINED BY RECTILINEAR HOOP

  SAKINO Kenji, SUN Yuping

  A complete stress-strain curve model for concrete confined by rectilinear reinforcement was proposed. In this model, the confinement effect of rectilinear steel, including common hoops and square steel tube, was evaluated by using effective lateral pressure factor. Major variables influential in the confinement level of transverse hoops were contained in the effective lateral pressure factor in a relatively simple form. Comparisons between the expeimental and the theoretical results showed that the proposed stress-strain model can predicte not only the stress-strain curves of concrete confined by square steel tube fairly well, but also those of concrete confined by common hoops with various distribution shapes.

  Corresponding, Architectural Institute of Japan, 1994, Journal of Structural and Construction Engineering (Transactions of AIJ), 59(461) (461), 95 - 104, Japanese


• 2074 Effect of Configuration of Transverse Reinforcement on the Axial Behavior of Concrete

  SUN Yuping, SAKINO Kenji, WATANABE Keiichi, TENG Fushen

  日本コンクリート工学協会, 1994, コンクリート工学年次論文報告集, 16(2) (2), 449 - 454, Japanese

  [Refereed]


• 2120 Axial Behavior of Confined High Strength Concrete

  SAKINO Kenji, SUN Yu Ping

  Corresponding, 日本コンクリート工学協会, 1993, コンクリート工学年次論文報告集, 15(2) (2), 713 - 718, Japanese

  [Refereed]


• 2121 Ductility Improvement of Reinforced Concrete Column with High Strength Materials

  SUN Yu Ping, SAKINO Kenji

  Lead, 日本コンクリート工学協会, 1993, コンクリート工学年次論文報告集, 15(2) (2), 719 - 724, Japanese

  [Refereed]


• Flexural Behavior of Reinforced Concrete Columns in Square Steel Tube

  Sun Yuping, Sakino Kenji

  Jun. 1992, Proceedings of the Tenth WCEE, 10, 4365 - 4370, English

  [Refereed]

  International conference proceedings


• Seismic Behavior of RC Columns Confined by Square Steel Tube under High Axial Compression

  Yuping Sun, Kenji Sakino

  Dec. 1992

  Lead, 1992, Transaction of the Japan Concrete Institute, 14, 483 - 490

  [Refereed]


• Flexural behavior of reinforced concrete short columns confined in square steel tube

  Kenji Sakino, Yuping Sun

  Corresponding, Dec. 1991, Proceedings of the third international conference on stee-concrete composite structures, 671 - 676, English

  [Refereed]

  International conference proceedings


• Behavior of Concrete Confined in Square Steel Tubes under Axial Compression

  SUN Yuping, SAKINO Kenji

  1991, Transactions of the Japan Concrete Institute, 13, 495 - 502, English

  [Refereed]

  Scientific journal


• 2086 Earthquake-Resisting Hysteretic Behavior of Reinforced Concrete Short Columns Confined in Thin Steel Tube

  TOMII Masahide, SAKINO Kenji, Yu-Ping SUN, Ji-Long ZHONG

  日本コンクリート工学協会, Jun. 1989, コンクリート工学年次論文報告集, 11(2) (2), 513 - 518, Japanese

  [Refereed]

• 薄肉鋼管で横補強した鋼管内蔵コンクリート柱の曲げせん断実験 その6 耐力の比較とコンクリート強度上昇率の検討

  谷 歩美, 藤永 隆, 孫 玉平, 張 弛, 吉岡 準平

  Jul. 2024, 学術講演梗概集, 構造III, 1511 - 1512, Japanese

  Summary national conference


• 薄肉鋼管で横補強した鋼管内蔵コンクリート柱の曲げせん断実験 その5 外鋼管をボルト接合とした実験の概要

  張 弛, 藤永 隆, 谷 歩美, 吉岡 準平, 孫 玉平

  Jul. 2024, 学術講演梗概集, 構造III, 1509 - 1510, Japanese

  Summary national conference


• 23215 ドリフト硬化型柱を有する RC ピロティ構造の動的応答特性に関する基礎的研究

  袁 士宇, 竹内 崇, 孫 玉平

  日本建築学会, Sep. 2020, 構造IV, (2020) (2020), 429 - 430, Japanese


• 21500 2 回連続地震入力を受ける超高層鋼構造建物の応答特性に及ぼす部材の耐力劣化の影響に関する解析的研究

  袁 士宇, 竹内 崇, 孫 玉平

  日本建築学会, 20 Jul. 2019, 構造II, (2019) (2019), 999 - 1000, Japanese


• 載荷履歴を受けたボルト接合された格子型SRC柱の補修後性能に関する実験的研究

  久米 貴大, FUJINAGA TAKASHI, SUN Yuping

  Nov. 2015, 第11回複合・合成構造の活用に関するシンポジウム講演集, Japanese

  [Refereed]


• 23337 Experimental Study on Seismic Retrofitting for Existing R/C Buildings Using Steel Columns : Part.5 Outline of Experiment for RC Frame Using Steel Columns

  MIYAGAWA Kazuaki, KITAMURA Wataru, TANIGAWA Kazuki, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 673 - 674, Japanese


• 23339 Experimental Study on Seismic Retrofitting for Existing R/C Buildings Using Steel Columns : Part.7 Behavior of Outer Steel Columns

  TANIGAWA Kazuki, MIYAGAWA Kazuaki, KITAMURA Wataru, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 677 - 678, Japanese


• 23338 Experimental Study on Seismic Retrofitting for Existing R/C Buildings Using Steel Columns : Part.6 Hysteresis and Effect of Retrofitting of Experiment for RC Frame Using Steel Columns

  KITAMURA Wataru, MIYAGAWA Kazuaki, TANIGAWA Kazuki, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 675 - 676, Japanese


• 22707 Strength of Slender Concrete Encased and Filled Steel Tubular Column : A Case of Rectangular Encased Steel Tube

  KANEDA Kohei, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1413 - 1414, Japanese


• 22573 Effect of Thickness of the Restraining Plate on Hysteretic Properties of Confined Steel Panels

  HU Hongyu, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 04 Sep. 2015, Summaries of technical papers of annual meeting, 2015, 1145 - 1146, Japanese


• 22583 Effect of Aspect Ratio on Hysteretic Properties of Confined Steel Panels (Part 2 Experimental Results and Discussions)

  ZHU Huajia, FUJII Shunsuke, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1165 - 1166, Japanese


• 22582 Effect of Aspect Ratio on Hysteretic Properties of Confined Steel Panels (Part 1 Outline and Experimental Results of Specimens with Aspect Ratio of 1.0)

  FUJII Shunsuke, ZHU Huajia, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 1163 - 1164, Japanese


• 23065 Experimental Study on Seismic Retrofit for Existing R/C Building Using Steel Column : Part.4 Indirect Connection toward Beam with a Projection

  KURIHARA Ken, FUJINAGA Takashi, MIYAGAWA Kazuaki, KITAMURA Wataru, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 129 - 130, Japanese


• 23139 Seismic behavior of fly ash concrete columns confined by thin steel plates : part1 outlines of experiment

  TANAKA Yutaro, SHIBATA Kazuyuki, TAKEUCHI Takashi, FUJINAGA Takashi, KOYAMA Tomoyuki, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 277 - 278, Japanese


• 23156 Effect of Anchorage Detailings of Longitudinal Rebar on Hysteresis of R/C Columns with Ultra High Strength Rebars : part2 Experimental Results and Discussions

  HIGASHIYAMA Ryota, YOSHIMORI Yuki, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 311 - 312, Japanese


• 23155 Effect of Anchorage Detailings of Longitudinal Rebar on Hysteresis of R/C Columns with Ultra High Strength Rebars : Part1. Outline of Experiment

  YOSHIMORI Yuki, HIGASHIYAMA Ryota, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 309 - 310, Japanese


• 23138 Axial Behavior of Concrete Confined by the Steel Plates Connected with Bolts

  MA Wenbin, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 275 - 276, Japanese


• 23140 Seismic behavior of fly ash concrete columns confined by thin steel plates : part 2 Experimental results & Discussion

  SHIBATA Kazuyuki, TANAKA Yutaro, TAKEUCHI Takashi, FUJINAGA Takashi, KOYAMA Tomoyuki, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2014, Summaries of technical papers of annual meeting, 2014, 279 - 280, Japanese


• 鋼製柱による既存RC造の耐震補強法における接合部の挙動に関する一考察

  北村 研士, FUJINAGA TAKASHI, 宮川 和明, 喜多村 亘, SUN Yuping

  日本建築学会, Nov. 2013, 第10回複合・合成構造の活用に関するシンポジウム講演集, 60 - 1-60-6, Japanese

  [Refereed]


• 23276 Study on seismic performance of RC beam-columns confined by square steel tube and made of concrete containing a large quantity of fly-ash with constant cement content

  AONO Yuka, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 565 - 566, Japanese


• 23260 Seismic performance on circular confined RC columns with ultra-high strength reinforcement : Part 3: effect of aspect ratio, axial load level and type of confinement

  Cai Gaochuang, Sun Yuping, Takeuchi Takashi, Fujinaga Takashi

  Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 533 - 534, Japanese


• 23124 Experimental Study on Seismic Retrofit for Existing R/C Building Using Steel Column : Part.3 Experiments of Indirect Connection

  KITAMURA Kenshi

  Architectural Institute of Japan, 30 Aug. 2013, Summaries of technical papers of annual meeting, 2013, 261 - 262, Japanese


• 損傷を受けた後に補修及び補強されたPC圧着柱の構造性能に関する実験

  谷昌典, 中薗佑介, 金尾優, 孫玉平

  Oct. 2012, 第20回プレストレストコンクリートの発展に関するシンポジウム論文集（研究紹介）, 141 - 144, Japanese


• 23174 Experimental Study of Seismic Performance of RC Columns with Ultra-High Strength Rebars under High Axial Load.

  OKUDA Junya, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 395 - 396, Japanese


• 23176 The Study of Seismic Performance on Circular RC Columns with Ultra High Strength Rebars : Part 2 Experimental Results and Discussions

  SUN Yuping, OTA Shoko, CAI Gaochuang, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 399 - 400, Japanese


• 23175 The Study of Seismic Performance on Circular RC Columns with Ultra High Strength Rebars : Part 1 Experimental Outlines

  OTA Shoko, SUN Yuping, CAI Gaochuang, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 397 - 398, Japanese


• 23413 Experimental Study on Seismic Retrofit for Existing R/C Building Using Steel Column : Part.2 Test Results

  KITAMURA Kenshi, KITAMURA Wataru, MIYAGAWA Kazuaki, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 873 - 874, Japanese


• 23412 Experimental Study on Seismic Retrofit for Existing R/C Building Using Steel Column : Part.1 Outline of the Proposed Method and Loading Test

  KITAMURA Wataru, KITAMURA Kenshi, MIYAGAWA Kazuaki, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 871 - 872, Japanese


• 22432 Hysteretic Performance of Confined Shear Panel Damper Made of Two Pieces of Steel Plates

  SASAKI Koichi, ZHU Huajia, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 863 - 864, Japanese


• 22650 A Study on Behavior of Damaged Open-web Type of SRC Beam-column after Retrofitting

  FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 12 Sep. 2012, Summaries of technical papers of annual meeting, 2012, 1299 - 1300, Japanese


• 損傷を受けたPC圧着柱の断面修復及び鋼管巻き立てによる耐震性能回復に関する実験的研究（その2：実験結果）

  中薗佑介, 金尾優, 谷昌典, 孫玉平, 藤永隆, 竹内崇

  Sep. 2012, 日本建築学会学術講演梗概集（東海）, C-2, 961 - 962


• 損傷を受けたPC圧着柱の断面修復及び鋼管巻き立てによる耐震性能回復に関する実験的研究（その1：実験概要）

  金尾優, 中薗佑介, 谷昌典, 孫玉平, 藤永隆, 竹内崇

  Sep. 2012, 日本建築学会学術講演梗概集（東海）, C-2, 959 - 960


• 曲げ破壊が先行する非充腹SRC柱の補修後性能に関する実験的研究

  神谷 悠貴, 藤永 隆, 孫 玉平

  Nov. 2011, 第9回複合・合成構造の活用に関するシンポジウム講演集, Paper No.21, Japanese

  [Refereed]


• PC圧着柱の補修前後における構造性能比較

  谷昌典, 中薗佑介, 長嶺安佐子, 孫玉平

  Oct. 2011, 第20回プレストレストコンクリートの発展に関するシンポジウム論文集, 91 - 96, Japanese

  [Refereed]


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その3 解析結果と考察）

  船戸佑樹, 奥田隼也, 仲井士門, 谷昌典, 孫玉平, 藤永隆

  Sep. 2011, 日本建築学会学術講演梗概集（関東）, C-2, 123 - 124


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その2 実験結果と考察）

  仲井士門, 奥田隼也, 船戸佑樹, 谷昌典, 孫玉平, 藤永隆

  Sep. 2011, 日本建築学会学術講演梗概集（関東）, C-2, 121 - 122


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その1 実験概要）

  奥田隼也, 仲井士門, 船戸佑樹, 谷昌典, 孫玉平, 藤永隆

  Sep. 2011, 日本建築学会学術講演梗概集（関東）, C-2, 119 - 120


• PC圧着柱の補修後性能に関する実験的研究（その2：実験結果）

  長嶺安佐子, 中薗佑介, 谷昌典, 孫玉平, 藤永隆

  Sep. 2011, 日本建築学会学術講演梗概集（関東）, B-1, 383 - 384


• PC圧着柱の補修後性能に関する実験的研究（その1：実験概要）

  中薗佑介, 長嶺安佐子, 谷昌典, 孫玉平, 藤永隆

  Sep. 2011, 日本建築学会学術講演梗概集（関東）, B-1, 381 - 382


• 22445 Study on Hysteretic Performance of Confined Shear Panel Damper

  ZHU Huajia, TANI Masanori, FUJINAKA Takashi, SUN Yuping

  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, 889 - 890, 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


• 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


• 超高強度鉄筋を主筋に用いたRC 柱部材の耐震挙動に関する研究（その2実験結果と考察）

  橘高将義, 仲井士門, 谷昌典, 孫玉平, 藤永隆

  Sep. 2010, 日本建築学会学術講演梗概集（北陸）, C-2, 285 - 286


• 超高強度鉄筋を主筋に用いたRC 柱部材の耐震挙動に関する研究（その1実験概要）

  仲井士門, 橘高将義, 谷昌典, 孫玉平, 藤永隆

  Sep. 2010, 日本建築学会学術講演梗概集（北陸）, C-2, 283 - 284


• 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


• 23152 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.3 Evaluation of flexural capacity and skeleton curve

  INOUE Takuma, ARAKAWA Yasuhiko, SUGITA Yoko, TANI Masanori, FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, KOYAMADA Hidehiro

  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, 329 - 330, 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


• 23151 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.2 Experimental Result

  SUGITA Yoko, ARAKAWA Yasuhiko, INOUE Takuma, SUN Yuping, FUJINAGA Takashi, TANI Masanori, KOYAMA Tomoyuki, KOYAMADA Hidehiro

  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, 327 - 328, Japanese


• 23146 A Study on Failure Mode of RC Columns with Circular Section Based on Experimental Database

  KIM Jinwoo, SUN Yuping, TANI Masanori, FUJINAGA Takashi

  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, 317 - 318, Japanese


• 23150 A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash : No.1 Outline of Experiment

  ARAKAWA Yasuhiko, INOUE Takuma, SUGITA Yoko, TANI Masanori, FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, KOYAMADA Hidehiro

  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, 325 - 326, Japanese


• 22532 Study of Mechanical Properties of Steel Shear Panel Wrapped by Polypropylene and Carbon Fiber Sheets

  AOYAMA Yuji, SUN Yuping, TANI Masanori, ZHANG Pengbo

  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, 1063 - 1064, 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


• 等偏心圧縮力を受ける円形CFT中柱の耐力評価に関する解析的研究

  Takashi FUJINAGA, Yuping SUN

  Nov. 2009, 第8回複合・合成構造の活用に関するシンポジウム講演集, pp.7-1～7-6, Japanese


• 実験データベースに基づくSRC柱の終局曲げ耐力の検討

  Kotaro NARA, Takashi FUJINAGA, Yuping SUN

  Nov. 2009, 第8回複合・合成構造の活用に関するシンポジウム講演集, pp.2-1～2-6, Japanese


• 超高強度鉄筋を主筋に用いたRC 柱部材に関する実験的研究（その2 実験結果と考察）

  折田考, 橘高将義, 谷昌典, 藤永隆, 孫玉平

  Aug. 2009, 日本建築学会学術講演梗概集（東北）, C-2, 289 - 290


• 超高強度鉄筋を主筋に用いたRC 柱部材に関する実験的研究（その1 実験概要）

  橘高将義, 折田考, 谷昌典, 藤永隆, 孫玉平

  Aug. 2009, 日本建築学会学術講演梗概集（東北）, C-2, 287 - 288


• 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


• 21252 A Study of Hysterestic Properties of Friction Damper with Variable Capacity : Part 2 Analysis Model and Characteruistics of Damper

  ZHANG Pengbo, INOUE Takuma, SUN Yuping, FUJINAGA Takashi, TANI Masanori, CHOI Jae-hyouk

  Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2009, 503 - 504, Japanese


• 21251 A Study of Hysterestic properties of Friction Damper with Variable Capacity : Part1 Outline of experiment and experimental results

  INOUE Takuma, ZHANG Pengbo, SUN Yuping, FUJINAGA Takashi, TANI Masanori, CHOI Jae-hyouk

  Architectural Institute of Japan, 20 Jul. 2009, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2009, 501 - 502, 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


• 23370 Study of Cyclical Properties of Shear Panel Confined by Mortar Plated and Carbon Fiber Sheets : Part 1 Experimental outlines and failure patterns

  OGATA Futoshi, SUN Yuping, FUJINAGA Takashi, ZHANG Pengbo, SUDO Toshifumi

  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, 789 - 790, Japanese


• 23371 Study of Cyclical Properties of Shear Panel Confined by Mortar Plated and Carbon Fiber Sheets : Part 2 Investigation on hysterestic loops

  SUN Yuping, FUJINAGA Takashi, OGATA Futoshi, ZHANG Pengbo, SUDO Toshifumi

  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, 791 - 792, 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


• 23195 Mechanical Properties of Concrete Members Made with a Large Amount of Fly-Ash : Part 2 Behavior of Beam under Flexure and Shear

  TANAKA Yuji, ORITA Kou, SUN Yuping, KOYAMA Tomoyuki, FUJINAGA Takashi, KOYAMADA Hidehiro

  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, 439 - 440, Japanese


• 23194 Mechanical Properties of Concrete Members Made with a Large Amount of Fly-Ash : Part 1 Modeling of Stress-Strain Relationships of the Concrete

  ORITA Kou, TANAKA Yuji, SUN Yuping, KOYAMA Tomoyuki, FUJINAGA Takashi, KOYAMADA Hidehiro

  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, 437 - 438, Japanese


• 22582 Study of ultimate flexural strength of encased cruciform steel reinforced concrete beam-columns based on database

  FUJINAGA Takashi, SUN Yuping

  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, 1163 - 1164, 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


• 23280 Seismic behavior of high-strength reinforced concrete columns

  FUKUHARA Takeshi, SUN Yuping

  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, 609 - 610, Japanese


• 21270 Development of Friction Damper with Variable Resistances

  ZHANG Peng-bo, SUDO Toshifumi, FUJINAGA Takashi, SUN Yuping

  Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2008, 539 - 540, Japanese


• 21269 Effect of Lad-Gap on Stable Friction Resistance of Friction Type Damper

  SUDO Toshifumi, ZHANG Pengbo, SUN Yuping, FUJINAGA Takashi

  Architectural Institute of Japan, 20 Jul. 2008, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-2, Structures II, Structural dynamics nuclear power plants, 2008, 537 - 538, 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


• 23202 Influence of longitudinal rebar's strength on seismic performance of high-strength RC frame

  FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2007, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2007, 421 - 422, Japanese


• 22602 Effect of Reduced Rigidity on Seismic Response of Retrofitted SRC Frames

  FUJINAGA Takashi, SUN Yuping

  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, 1203 - 1204, Japanese


• 22586 Strength of Slender Concrete-Filled Square Tubular Columns under Eccentric Loading with Moment Gradient

  DOI Hiromi, FUJINAGA Takashi, SUN Yuping

  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, 1171 - 1172, Japanese


• 23361 Development of High-Strength Reusable PCa RC Structures assembled with Unbonded PC Bars : Part 2 Study on cyclic performance of columns

  FUKUHARA Takeshi, MATSUO Hidenori, NAKAHARA Yu, TAKEUCHI Takashi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 745 - 746, Japanese


• 23344 Development of High Performance Concrete Frames with Seismic Damages Being Controllable : Part1-Outlines and Properties of Steel-Panels

  SUN Yuping, TAKEUCHI Takashi, FUKUHARA Takeshi, NAKAHARA Yu, MATSUO Hidenori, KITAJIMA Hideki

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 711 - 712, Japanese


• 23360 Development of High-Strength Reusable PCa RC Structures assembled with Unbonded PC Bars : Part 1 Experimental program and primary results

  MATSUO Hidenori, FUKUHARA Takeshi, NAKAHARA Yu, TAKEUCHI Takashi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 743 - 744, Japanese


• 23345 Development of High Performance Concrete Frames with Seismic Damages Being Controllable : Part2-Experimental Results and Discussions

  TAKEUCHI Takashi, FUKUHARA Takeshi, NAKAHARA Yu, MATSUO Hidenori, KITAJIMA Hideki, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 713 - 714, Japanese


• 23160 Cyclical Behavior of Circular High-Strength RC Columns : Part2-Verification of Analytical Method

  KITAJIMA Hideki, NAKAHARA Yu, MATSUO Hidenori, FUKUHARA Takeshi, TAKEUCHI Takashi, NAKAZAWA Atsushi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 343 - 344, Japanese


• 23159 Cyclical Behavior of Circular High-Strength RC Columns : Part1-Experimental Outlines and Primary Results

  NAKAHARA Yu, KITAJIMA Hideki, MATSUO Hidenori, FUKUHARA Takeshi, TAKEUCHI Takashi, NAKAZAWA Atsushi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2006, 341 - 342, Japanese


• 1408 Wind observation at a building under construction in an urban area : Part2 The strain behaviors of scaffold ties during strong winds

  SHIMOMURA Yuriko

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2006, 835 - 836, Japanese


• 1407 Wind observation at a building under construction in an urban area : Part1 Outline of observation system and strain developed in scaffold ties

  FUKUSHIMA Masaharu

  Architectural Institute of Japan, 31 Jul. 2006, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2006, 833 - 834, Japanese


• 270 Development of An Analysis Method for Three Dimensional, Complex Non-linear game Structures : Simulation for Parking Garage Damaged by the 2005 West off Fukuoka Earthquake Part 2

  TOMITA Kazuma, KAWANO Akihiko, HITAKA Toko, HONDA Chihiro, MAEDA Junji, SUN Yuping, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 457 - 460, Japanese


• 137 Wind observation at a building under construction in urban area : Pazt2 Strain developed in Kabetsunagis of steel-scaffolding

  SHIMOMURA Yuriko, SUN Yuping, FUKUSHIMA Masaharu, KOYAMADA Hidehiro, MAEDA Junji, KAWANO Akihiko, INE Tatsuhiko

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 145 - 148, Japanese


• 139 Development of low Degree of Freedom Simulator for Temporary Retainig Wall : With Lateral Supports

  INE Tatsuhiko, MATSUFUJI Yasunori, MAEDA Junji, SUN Yuping, KAWANO Akihiko, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 153 - 156, Japanese


• 235 Evaluation of Seismic Behavior of HSC Members : Part 3 Consideration of Shear deformation and Bond-slip Effect

  KITAJIMA Hideki, TAKEUCHI Takashi, FUKUHARA Takeshi, MATSUO Hidenori, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 317 - 320, Japanese


• 136 Wind observation at a building under construction in urban area : Part1 Outline of observation system

  FUKUSHIMA Masaharu, KOYAMADA Hidehiro, SHIMOMURA Yuriko, SUN Yuping, MAEDA Junji, KAWANO Akihiko, INE Tatsuhiko

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 141 - 144, Japanese


• 236 Evaluation of Seismic Behavior of HSC Members : Part 4 Verification of Accuracy of Proposed Method

  TAKEUCHI Takashi, KITAJIMA Hideki, FUKUHARA Takeshi, MATSUO Hidenori, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 321 - 324, Japanese


• 138 Development of LowDegree of Freedom Simulator for Temporary Retainig Wall : Without Lateral Support considering finite length of wall

  INE Tatsuhiko, MATSUFUJI Yasunori, MAEDA Junji, SUN Yuping, KAWANO Akihiko, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 149 - 152, Japanese


• 269 Development of An Analysis Method for Three Dimensional, Complex Non-linear Frame Structures : Simulation for Parking Garage Damaged by the 2005 West off Fukuoka Earthquake Part 1

  HONDA Chihiro, KAWANO Akihiko, HITAKA Toko, TOMITA Kazuma, MAEDA Junji, SUN Yuping, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2006, 日本建築学会研究報告. 九州支部. 1, 構造系, (45) (45), 453 - 456, Japanese


• 23098 Evaluation Method of Seismic Performance of High-Strength RC Members and Frames : Part 2 -Verification of the Calculation Method

  FUKUHARA Takeshi, TAKEUCHI Takashi, KITAJIMA Hideki, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2005, 195 - 196, Japanese


• 23097 Evaluation Method of Seismic Performance of High-Strength RC Members and Frames : Part 1 -Consideration of Bond-Slip Effect

  KITAJIMA Hideki, TAKEUCHI Takashi, FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2005, 193 - 194, Japanese


• 23099 Evaluation Method of Seismic Performance of High-Strength RC Members and Frames : Part 3 -Application to PushOver Analysis of Frames

  TAKEUCHI Takashi, KITAJIMA Hideki, FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2005, 197 - 198, Japanese


• 20143 Development of An Analysis Method for Three Dimensional, Non-linear Frame Structures and the Application to Scaffolds

  HONDA Chihiro, MATSUFUJI Yasunori, KAWANO Akihiko, SUN Yuping, MAEDA Junji, FUKUSHIMA Masaharu, OHDO Katsutoshi, KOYAMADA Hidehiro

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2005, 285 - 286, Japanese


• 1384 Behavior of Steel-Scaffolding Under Wind Load : Part 2, Analysis and Discussion

  SHIMOMURA Yuriko, SUN Yuping, MAEDA Junji, MATSUFUJI Yasunori, KAWANO Akihiko, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2005, 767 - 768, Japanese


• 1383 Behavior of Steel-Scaffolding Under Wind Load : Part 1, Modeling of Torii-Type Scaffolding

  SUN Yuping, SHIMOMURA Yuriko, MAEDA Junji, MATSUFUJI Yasunori, KAWANO Akihiko, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 31 Jul. 2005, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction, 2005, 765 - 766, Japanese


• 216 Development of An Analysis Method for Three Dimensional, Non-linear Frame Structures and the Application to Scaffolds.

  HONDA Chihiro, KAWANO Akihiko, MAEDA Junji, OHDO Katsutoshi, MATSUFUJI Yasunori, SUN Yuping, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2005, 日本建築学会研究報告. 九州支部. 1, 構造系, (44) (44), 229 - 232, Japanese


• 121 Bdiavior of Tenporay Constructions Under WindLoad : Case Study on Frame Consisted of Torii-Type Foms

  SHIMOMURA Yuriko, SUN Yuphig, MAEDA Junji, MATSUFUJI Yasumari, KAWANO Akihiko, FUKUSHIMA Masaharu, KOYAMADA Hidehiro

  Architectural Institute of Japan, 01 Mar. 2005, 日本建築学会研究報告. 九州支部. 1, 構造系, (44) (44), 81 - 84, Japanese


• 247 Evaluation of Seismic Behavior of HSC Members : Part 2 Verification of Accuracy of Proposed Method

  FUKUHARA Takeshi, KITAJIMA Hideki, CHEN Jing, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 2005, 日本建築学会研究報告. 九州支部. 1, 構造系, (44) (44), 353 - 356, Japanese


• 248 Study of Accuracy in Nonlinear PushOver Analysis of RC Frames.

  TAKEUCHI Takashi, KITAJIMA Hideki, FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 2005, 日本建築学会研究報告. 九州支部. 1, 構造系, (44) (44), 357 - 360, Japanese


• 246 Evaluation of Seismic Behavior of HSC Members : Part 1 Modeling of Stress-Strain Curves of Materials

  KITAJIMA Hideki, FUKUHARA Takeshi, CHEN Jing, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 2005, 日本建築学会研究報告. 九州支部. 1, 構造系, (44) (44), 349 - 352, Japanese


• 23427 Cyclic Performance of High-Strength RC Frames Under High Axial Load : Part 1 Experimental Program and Primary Results

  ISHIHARA Junpei, FUKUHARA Takeshi, SUN Yuping, MAEDA Junji, SAKINO Kenji

  Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 853 - 854, Japanese


• 23428 Cyclic Performance of High-Strength Concrete Frames under High Axial Load : Part 2 Study on Cyclic Performance of Frames

  FUKUHARA Takeshi, ISHIHARA Junpei, SUN Yuping, MAEDA Junji, SAKINO Kenji

  Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 855 - 856, Japanese


• 23243 Study of Cyclic Behavior of High-Strength Concrete Columns : Part 1 Experimental program and test results

  SUN Yuping, MATSUO Hidenori, FUKUHARA Takeshi

  Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 485 - 486, Japanese


• 23245 Study of Cyclic Behavior of High-Strength Concrete Columns : Part 3 Investigation and evaluation of test results

  KITAJIMA Hideki, CHEN Jing, MATSUO Hidenori, FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 489 - 490, Japanese


• 23244 Study of Cyclic Behavior of High-Strength Concrete Columns : Part 2 Modeling of stress-strain relation of high-strength bar

  CHEN Jing, KITAJIMA Hideki, MATSUO Hidenori, FUKUHARA Takeshi, SUN Yuping

  Architectural Institute of Japan, 31 Jul. 2004, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2004, 487 - 488, Japanese


• 289 Seismic Behavior of HSC Frame Confined by Steel Tubes : Part 2 Studies on Hystoestic Behavior and Test Results

  FUKUHARA Takeshi, MHAKE Yoshikazu, SUN Yuping, MAEDA Junji, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 513 - 516, Japanese


• 268 Seismic Behavior of Concrete Columns made of High-Strength Materials : Part 2 Hysterestic Behavior and Studies

  MATSUO Hidenori, FUKUHARA Takeshi, TANAKA Shingo, ISHIHARA Junpei, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 429 - 432, Japanese


• 266 Seismic Behavior of Concrete Columns made of High-Strength Materials : Part 1 Outline of Experiments and Primary Results

  SUN Yuping, MATSUO Hidenori, FUKUHARA Takeshi, TANAKA Shingo, ISHIHARA Junpei, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 421 - 424, Japanese


• 267 Seismic Behavior of Concrete Columns made of High-Strength Materials : Part 1 Outline of Experiments and Primary Results

  ISHIHARA Junpei, MATSUO Hidenori, FUKUHARA Takeshi, TANAKA Shingo, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 425 - 428, Japanese


• 265 Cyclic Response of High Performance RC Columns : Part 1 Outline of Experiments

  TANAKA Shingo, MATSUO Hidenori, FUKUHARA Takeshi, ISHIHARA Junpei, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 417 - 420, Japanese


• 288 Seismic Behavior of HSC Frame Confined by Steel Tubes : Part 1 Primary Results of Experiments and Calculations of Yeiled Strength

  MIYAKE Yoshikazu, FUKUHARA Takeshi, SUN Yuping, MAEDA Jyunji, SAKINO Kenj

  Architectural Institute of Japan, 01 Mar. 2004, 日本建築学会研究報告. 九州支部. 1, 構造系, (43) (43), 509 - 512, Japanese


• 22585 Design Equation for Ultimate Flexural Strength of Circularly Retrofitted Concrete Coumns

  SUN Yuping, SAKINO Kenji

  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, 1169 - 1170, Japanese


• 23417 Cyclic Response of High-Strength RC Frames : Part3 Strain State and Ultimate Capacity

  TANAKA Shingo, FUKUHARA Takeshi, MATSUO Hidenori, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 833 - 834, Japanese


• 23415 Cyclic Response of High-Strength RC Frames : Part1 Experimental Program and Primary Results

  MATSUO Hidenori, FUKUHARA Takeshi, TANAKA Shingo, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 829 - 830, Japanese


• 23416 Cyclic Response of High-Strength RC Frames : Part2 Cyclic Performance of Frames and Discussion

  FUKUHARA Takeshi, TANAKA Shingo, MATSUO Hidenori, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 30 Jul. 2003, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2003, 831 - 832, Japanese


• 301 Seismic Behavior of HSC Frame : Part 2 Investigations of Test Results

  FUKUHARA Takeshi, SUN Yuping, SAKINO Kenji, TANAKA Shingo, MATSUO Hidenori

  Architectural Institute of Japan, 01 Mar. 2003, 日本建築学会研究報告. 九州支部. 1, 構造系, (42) (42), 577 - 580, Japanese


• 300 Seismic Behavior of HSC Frame : Part 1 Outline of Experiments and Primary Results

  TANAKA Shingo, SUN Yuping, SAKINO Kenji, FUKUHARA Takeshi, MATSUO Hidenori

  Architectural Institute of Japan, 01 Mar. 2003, 日本建築学会研究報告. 九州支部. 1, 構造系, (42) (42), 573 - 576, Japanese


• 23226 Design Equation for Ultimate Flexural Strength of Circularly Retrofitted Concrete Columns

  SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2002, 451 - 452, Japanese


• 23221 Study on Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes : Part 2 Deformation Capacity

  OSUGI Shunsuke, TAKAHASHI Teppei, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2002, 441 - 442, Japanese


• 23220 Study on Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes : Part 1 Ultimate Strength Capacity

  TAKAHASHI Teppei, OSUGI Shunsuke, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 02 Aug. 2002, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2002, 439 - 440, Japanese


• Outlines and Future Works of Capacity Spectrum Method

  SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2002, 日本建築学会研究報告. 九州支部. 1, 構造系, (41) (41), 573 - 576, Japanese


• Study on ultimate shear strength of tubed R/C columns

  TAKAHASHI Teppei, OSUGI Shunsuke, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 2002, 日本建築学会研究報告. 九州支部. 1, 構造系, (41) (41), 529 - 532, Japanese


• 23216 Behavior of High-Strength Concrete Column under Cyclic Flexure : Part 3 Analytical Method for Evaluating Cyclic Flexural Behavior of Confined Concrete Column

  KAJIHARA Tatsuo, MATSUO Akira, Sun Yuping, SAKINO Kenji

  Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 431 - 432, Japanese


• 23214 Behavior of High-Strength Concrete Column under Cyclic Flexure : Part 1 Experimental Outlines and Primary Results

  SUN Yuping, SAKINO Kenji, KAJIHARA Tatsuo, MATSUO Akira

  Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 427 - 428, Japanese


• 23215 Behavior of High-Strength Concrete Column under Cyclic Flexure : Part 2 Study of Experimental Results

  MATSUO Akira, KAJIHARA Tatsuo, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 429 - 430, Japanese


• 23432 Study on estimation methods of strengths of the square tubed R/C columns

  OSUGI Shunsuke, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 31 Jul. 2001, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 2001, 863 - 864, Japanese


• 288 鋼管横拘束円形RC柱および円形CFT柱の終局曲げ耐力算定法(建築構造)

  隈 崇芳, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 2001, 日本建築学会研究報告. 九州支部. 1, 構造系, (40) (40), 533 - 536, Japanese


• 291 拘束高強度RC柱の繰り返し曲げ性状に関する研究 : その2 実験結果の考察(建築構造)

  松尾 晃, 梶原 龍生, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 2001, 日本建築学会研究報告. 九州支部. 1, 構造系, (40) (40), 545 - 548, Japanese


• 290 拘束高強度RC柱の繰り返し曲げ性状に関する研究 : その1 実験概要および主な実験結果(建築構造)

  孫 玉平, 崎野 健治, 梶原 龍生, 松尾 晃

  一般社団法人日本建築学会, 01 Mar. 2001, 日本建築学会研究報告. 九州支部. 1, 構造系, (40) (40), 541 - 544, Japanese


• 292 拘束高強度RC柱の繰り返し曲げ性状に関する研究 : その3 繰り返し曲げ性状の解析(建築構造)

  梶原 龍生, 松尾 晃, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 2001, 日本建築学会研究報告. 九州支部. 1, 構造系, (40) (40), 549 - 552, Japanese


• Some effects of its surrounding terrain on the wind properties of the west of Fukuoka City

  ISHIDA Nobuyuki, HONDA Makoto, TSURU Norio, SUN Yuping, MAEDA Junji

  Architectural Institute of Japan, 31 Jul. 2000, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures, 2000, 121 - 122, Japanese


• 204 福岡市西部地区の局地風特性に関する実験的考察 : 今宿地区の風向特性(建築構造)

  楠本 貴博, 鶴 則生, 本田 誠, 石田 伸幸, 孫 玉平, 前田 潤滋

  一般社団法人日本建築学会, 01 Mar. 2000, 日本建築学会研究報告. 九州支部. 1, 構造系, (39) (39), 229 - 232, Japanese


• 241 超高強度RC柱の終局曲げ性状に関する研究 : その3 終局曲げ性状の評価方法(建築構造)

  村上 和広, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 2000, 日本建築学会研究報告. 九州支部. 1, 構造系, (39) (39), 377 - 380, Japanese


• 239 超高強度RC柱の終局曲げ性状に関する研究 : その1 正方形断面柱の実験概要と実験結果(建築構造)

  梶原 龍生, 孫 玉平, 崎野 健治, 川口 晃

  一般社団法人日本建築学会, 01 Mar. 2000, 日本建築学会研究報告. 九州支部. 1, 構造系, (39) (39), 369 - 372, Japanese


• 240 超高強度RC柱の終局曲げ性状に関する研究 : その2 円形断面柱の実験概要と実験結果(建築構造)

  隈 崇芳, 孫 玉平, 崎野 健治, 梶原 龍生

  一般社団法人日本建築学会, 01 Mar. 2000, 日本建築学会研究報告. 九州支部. 1, 構造系, (39) (39), 373 - 376, Japanese


• 236 RC柱の破壊形式を確率的に選択する方法(建築構造)

  中原 浩之, 松村 和雄, 崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 2000, 日本建築学会研究報告. 九州支部. 1, 構造系, (39) (39), 357 - 360, Japanese


• Axial and Flexural Behavior of Confined HSC Columns : Part 3 Experimental results of square columns under pure bending moment

  Kajihara Tatsuo

  Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1999, 767 - 768, Japanese


• Axial and Flexural Behavior of Confined HSC Columns : Part 2 Experimental results of specimens under concentric loading

  Murakami Kazuhiro

  Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1999, 765 - 766, Japanese


• Axial and Flexural Behavior of Confined HSC Columns : Part 4 Experimental results of circular columns under pure binding moment

  Kuma Takayoshi

  Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1999, 769 - 770, Japanese


• Axial and Flexural Behavior of Confined HSC Columns : Part 1 Experimental Progrom and Specimens

  Kawaguchi Akira

  Architectural Institute of Japan, 30 Jul. 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1999, 763 - 764, Japanese


• 247 鋼管横補強柱の塑性ヒンジの長さの推定(構造)

  孫 玉平, 安田 健太郎, 池之野 陽一, AKLAN Amin, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 373 - 376, Japanese


• 248 鋼管横補強正方形RC柱の耐力評価(構造)

  安田 健太郎, 孫 玉平, 崎野 健治, Aklan Amin

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 377 - 380, Japanese


• 249 拘束高強度コンクリートの応力-ひずみ性状 : その1 実験概要および実験結果(構造)

  池之野 陽一, 村上 和広, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 381 - 384, Japanese


• 263 出張った柱を有する既存RCフレームの外付け鉄骨ブレースによる耐震補強工法に関する実験的研究 : その1 実験概要(構造)

  崎野 健治, 江崎 文也, 大久保 全陸, 河村 博之, 孫 玉平, 廣岡 利貞, 松井 千秋

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 437 - 440, Japanese


• 250 拘束高強度コンクリートの応力-ひずみ性状 : その2 実験結果の考察(構造)

  村上 和広, 池之野 陽一, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 385 - 388, Japanese


• 264 出張った柱を有する既存RCフレームの外付け鉄骨ブレースによる耐震補強工法に関する実験的研究 : その2 実験結果およびその検討(構造)

  江崎 文也, 大久保 全陸, 河村 博之, 崎野 健治, 孫 玉平, 廣岡 利貞, 松井 千秋

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 441 - 444, Japanese


• 251 拘束高強度RC柱の曲げ性状に関する実験的研究 : その1 実験概要および実験方法(構造)

  川口 晃, 池之野 陽一, 梶原 龍生, 隈 崇芳, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 389 - 392, Japanese


• 253 拘束高強度RC柱の曲げ性状に関する実験的研究 : その3.円形断面柱の実験結果および考察(構造)

  隈 崇芳, 池之野 陽一, 梶原 龍生, 孫 玉平, 埼野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 397 - 400, Japanese


• 252 拘束高強度RC柱の曲げ性状に関する実験的研究 : その2 正方形断面柱の実験結果および考察(構造)

  梶原 龍生, 池之野 陽一, 隈 崇芳, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1999, 日本建築学会研究報告. 九州支部. 1, 構造系, (38) (38), 393 - 396, Japanese


• Plastic Hinge Length and Ultimate Deformation of R/C Columns Confined by Square Steel Tubes

  Sun Yuping, Sakino Kenji

  Architectural Institute of Japan, 1999, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 849 - 850, Japanese


• Seismic behavior of R/C short columns confined by square steel tube : Part1 Outlines of test

  Kawaguchi A., Aklan Amin

  Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 283 - 284, Japanese


• Ultimate moment of circularly retrofitted R/C columns

  Kano Emiko, Sun Yuping, Sakino Kenji

  Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 281 - 282, Japanese


• Ultimate strength and deformability of confined square RC columns : Part1 Equivalent stress block of the confined cincrete

  Sun Yuping, Sakino Kenji, Ikenono Yoichi

  Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 325 - 326, Japanese


• Ultimate strength and deformability of confined square RC columns : Part2 Calculation method of the ultimate moment and deformation

  Ikenono Yoichi, Sun Yuping, Sakino Kenji

  Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 327 - 328, Japanese


• Seismic behavior of R/C short columns confined by square steel tube : Part2 Test results

  Yasuda K., Aklan Amin

  Architectural Institute of Japan, 30 Jul. 1998, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1998, 285 - 286, Japanese


• 212 角形鋼管横補強RC柱の曲げ終局強度について(構造)

  池之野 陽一, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1998, 日本建築学会研究報告. 九州支部. 1, 構造系, (37) (37), 233 - 236, Japanese


• 206 鋼管横補強正方形RC柱の耐震性能に関する実験的研究 : その1 せん断スパン比1.5の柱の実験(構造)

  川口 晃, 安田 健太郎, Amin Aklan, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1998, 日本建築学会研究報告. 九州支部. 1, 構造系, (37) (37), 209 - 212, Japanese


• 229 明瞭な降伏棚を持たない高強度鉄筋の応力-ひずみ関係 : Menegotto-Pinto Modelによる定式化(構造)

  孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1998, 日本建築学会研究報告. 九州支部. 1, 構造系, (37) (37), 301 - 304, Japanese


• 207 鋼管横補強正方形RC柱の耐震性能に関する実験的研究 : その2 せん断スパン比1.0の柱の実験(構造)

  安田 健太郎, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1998, 日本建築学会研究報告. 九州支部. 1, 構造系, (37) (37), 213 - 216, Japanese


• 208 円形鋼管で横補強された鉄筋コンクリート柱の曲げ終局強度(構造)

  狩野 絵美子, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1998, 日本建築学会研究報告. 九州支部. 1, 構造系, (37) (37), 217 - 220, Japanese


• 拘束正方形RC柱の曲げ終局耐力および変形について (その1-2)

  孫玉平

  1998, 日本建築学会大会学術講演梗概集, C-2, 1998. 9, 325 - 328


• Stability Limit Axial Load of the Confined Concrete Columns : Part 1 Analytical study

  Oba Teruhisa

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 59 - 60, Japanese


• Stability Limit Axial Load of the Confined Concrete Columns : Part 2 Experimental study

  Ikenono Yoichi

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 61 - 62, Japanese


• Stability Limit Axial Load for the Confined Concrete Clumns : Part 3 Comparison between the experimental and analytical results

  Tian Fusheng

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 63 - 64, Japanese


• Nonlinear analysis of the confined concrete columns : Part two analytical method and result

  Sun Yuping, Sakino Kenji, Yamada Tetsuo

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 77 - 78, Japanese


• 23318 PROPER WALL-THICKNESS OF STEEL TUBE IN SQUARE TUBED RC COLUMNS : Part 3 : Stiffened Specimens and Deformation Capacity

  AKLN Amin

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 635 - 636, English


• Proper wall thickness of steel tube in square tubed RC columns : Part 1 Outlines of test

  Kawaguchi A, Amin Aklan

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 631 - 632, Japanese


• Proper wall thickness of steel tube in square tubed RC columns : Part 2 Experimental results (effect of wall thickness)

  Amin Aklan

  Architectural Institute of Japan, 30 Jul. 1997, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1997, 633 - 634, Japanese


• 205 WALL-THICKNESS EFFECT ON THE SEISMIC BEHAVIOR OF RC COLUMNS CONFINED IN SQUARE STEEL TUBES : Part II: Experimental Results

  AKLAN Amin, SAKINO Kenji, SUN Yuping

  Architectural Institute of Japan, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 205 - 208, English


• 204 WALL-THICKNESS EFFECT ON THE SEISMIC BEHAVIOR OF RC COLUMNS CONFINED IN SQUARE STEEL TUBES : Part I: Experimental Program

  KAWAGUCHI Akira, AKLAN Amin, SUN Yuping, SAKINO Kenji

  Architectural Institute of Japan, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 201 - 204, English


• 211 拘束円形鉄筋コンクリート柱の曲げ終局強度の算定法 : その1 コンクリートの応力ブロックの提案(構造)

  孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 229 - 232, Japanese


• 212 拘束円形鉄筋コンクリート柱の曲げ終局強度の算定法 : その2 曲げ終局強度の略算式(構造)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 233 - 236, Japanese


• 226 横拘束度合が異なるRC柱の安定限界軸力比に関する実験的研究 : (その2)実験結果に関する考察(構造)

  田 福勝, 大庭 央久, 崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 289 - 292, Japanese


• 225 拘束度合いが異なるRC柱の安定限界軸力比に関する実験的研究 : (その1)実験概要及び実験結果(構造)

  大庭 央久, 田 福勝, 崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1997, 日本建築学会研究報告. 九州支部. 1, 構造系, (36) (36), 285 - 288, Japanese


• Investigation on accuracy of the method predicting failure mode for RC column

  NAKAHARA Hiroyuki, SAKINO Kenji, SUN Yu Ping, YOSHIOKA Tomokazu

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 235 - 236, Japanese


• Factors influencing the flexural behavior of the confined reinforced concrete columns : Part one Outlines of experiment

  川口 晃, 孫 玉平, 崎野 健治, 田 福勝, 池田 崇

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 47 - 48, Japanese


• Nonlinear analysis of the confined concrete columns : Part one constitutive law of concrete

  Sun Yuping, Sakino Kenji, Yamada Tetsuo

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 45 - 46, Japanese


• Deformability of reinforced concrete columns retrofitted by steel plates

  Oba Teruhisa, AKLAn A

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 65 - 66, Japanese


• Factors influencing the flexural behabior of the confined reinforced concrete columns : Part three Analysis of moment-curvature relationships

  Tian Fusheng, Sun Yuping, Sakino Kenji

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 51 - 52, Japanese


• Factors influencing the flexural behavior of the confined reinforced concrete columns : Part teo Investigation of the expermental results

  池田 崇, 孫 玉平, 崎野 健治, 田 福勝

  Architectural Institute of Japan, 30 Jul. 1996, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1996, 49 - 50, Japanese


• 272 既往のせん断強度算定式の耐力推定精度の検討(構造)

  中原 浩之, 崎野 健治, 孫 玉平, 吉岡 智和

  一般社団法人日本建築学会, 01 Mar. 1996, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (10) (10), 457 - 460, Japanese


• 263 横補強筋で拘束された鉄筋コンクリート柱の曲げ圧縮性状 : (その1) 実験概要および実験結果に関する考察(構造)

  田 福勝, 崎野 健治, 孫 玉平, 池田 崇

  一般社団法人日本建築学会, 01 Mar. 1996, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (10) (10), 421 - 424, Japanese


• 264 横補強筋で拘束された鉄筋コンクリート柱の曲げ圧縮性状 : (その2) 実験結果と解析結果の比較(構造)

  池田 崇, 崎野 健治, 孫 玉平, 田 福勝

  一般社団法人日本建築学会, 01 Mar. 1996, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (10) (10), 425 - 428, Japanese


• 268 拘束RC柱の曲げ終局強度に及ぼす横補強筋の影響(構造)

  大庭 央久, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1996, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (10) (10), 441 - 444, Japanese


• Appropriate Wall Thickness of Steel Tubes Used to Confine and Strengthen RC Columns

  SUN Yu Ping, SAKINO Kenji, AKLAN Amin M.

  Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1995, 265 - 266, Japanese


• Effect of Configuration of Rectilinear Hoops on Axial Behavior of High-Strength Square RC Columns

  IKEDA Takashi, SAKINO Kenji

  Architectural Institute of Japan, 20 Jul. 1995, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures, 1995, 295 - 296, Japanese


• 247 直線型横補強筋で拘束された高強度鉄筋コンクリート柱の中心圧縮性状 : (その1)実験概要および主な実験結果(構造)

  孫 玉平, 崎野 健治, 田 福勝, 池田 崇

  一般社団法人日本建築学会, 01 Mar. 1995, 日本建築学会研究報告. 九州支部. 1, 構造系, (35) (35), 389 - 392, Japanese


• 248 直線型横補強筋で拘束された高強度鉄筋コンクリート柱の中心圧縮性状 : (その2)実験結果に関する考察(構造)

  池田 崇, 崎野 健治, 孫 玉平, 田 福勝

  一般社団法人日本建築学会, 01 Mar. 1995, 日本建築学会研究報告. 九州支部. 1, 構造系, (35) (35), 393 - 396, Japanese


• Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 1) Outline of Experiment Program

  KAWAGUCHI Akira, SUN Yu Ping, SAKINO Kenji, WATANABE Keiichi, IKEDA Takashi

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 437 - 438, Japanese


• Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 3) Experimental Results of Columns under Combined Forces

  WATANABE Keiichi, SUN Yu Ping, SAKINO Kenji, IKEDA Takashi

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 441 - 442, Japanese


• Ultimate Moment of High-Strength Reinforced Concrete Columns : Part2 Verification of Estimating Method

  YOSHIOKA Tomakazu, SUN Yu Ping, SAKINO Kenji

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 389 - 390, Japanese


• Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 2) Experimental Results of Columns under Axial Load

  IKEDA Takashi, SUN Yu Ping, SAKINO Kenji, WATANABE Keiichi

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 439 - 440, Japanese


• Effect of Configuration of Transverse Steel on the Behavior of Reinforced Concrete Columns : (Part 4) Investigation on the Experimental Results

  SUN Yu Ping, SAKINO Kenji, WATANABE Keiichi, IKEDA Takashi

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 443 - 444, Japanese


• Ultimate Moment of High-Strength Reinforced Concrete Columns : Part1 Outline of Estimating Method

  SAKINO Kenji, SUN Yu Ping, YOSHIOKA Tomakazu

  Architectural Institute of Japan, 25 Jul. 1994, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1994, 387 - 388, Japanese


• 235 直線型横補強筋で拘束された鉄筋コンクリート柱の曲げ終局強度の略算法(構造)

  吉岡 智和, 孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 01 Mar. 1994, 日本建築学会研究報告. 九州支部. 1, 構造系, (34) (34), 293 - 296, Japanese


• Ductility improvement method for reinforced concrete dolumns with a large amount of longitudinal steel bars : Part2 Test results

  Sun yu-ping

  Architectural Institute of Japan, 25 Jul. 1993, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1993, 795 - 796, Japanese


• Axial behavior of circular high-strength reinforced concrete columns

  Fujiwara fumio

  Architectural Institute of Japan, 25 Jul. 1993, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1993, 763 - 764, Japanese


• Ductility improvement method for reinforced concrete dolumns with a large amount of longitudinal steel bars : Part1 Outline of test

  Kawaguchi akira

  Architectural Institute of Japan, 25 Jul. 1993, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1993, 793 - 794, Japanese


• 243 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その5 fc'=800kg/cm^2シリーズの実験結果の検討(構造)

  孫 玉平, 崎野 健治, 清水 敏弘

  一般社団法人日本建築学会, 01 Mar. 1993, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (9) (9), 305 - 308, Japanese


• 242 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その4 fc'=800kg/cm^2シリーズの実験概要及び主な実験結果(構造)

  藤原 文夫, 崎野 健治, 孫 玉平, 清水 敏弘

  一般社団法人日本建築学会, 01 Mar. 1993, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (9) (9), 301 - 304, Japanese


• Experimental Study on Behavior of RC Columns Confined by High Strength Hoops Under Axially Compressive Load : Part 4 Discussion on the test results

  KIYONAGA Toshihiro

  Architectural Institute of Japan, 01 Aug. 1992, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1992, 545 - 546, Japanese


• Experimental Study on Behavior of RC Columns Confined by High Strength Hoops Under Axially Compressive Load : Part 3 Details and primary results of test specimens with _cσ_B=600,1200kg/cm^2

  SAKINO Kenji

  Architectural Institute of Japan, 01 Aug. 1992, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1992, 543 - 544, Japanese


• 227 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その2 600,1200kg/cm^2シリーズの実験概要および主な実験結果(構造)

  崎野 健治, 孫 玉平, 清永 敏弘

  一般社団法人日本建築学会, 01 Mar. 1992, 日本建築学会研究報告. 九州支部. 1, 構造系, (33) (33), 217 - 220, Japanese


• 228 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その3 600,1200kg/cm^2シリーズの実験結果の検討(構造)

  崎野 健治, 孫 玉平, 清永 敏弘

  一般社団法人日本建築学会, 01 Mar. 1992, 日本建築学会研究報告. 九州支部. 1, 構造系, (33) (33), 221 - 224, Japanese


• 正方形鋼管で拘束されたコンクリートの中心圧縮性状に関する実験的研究(構造)(九州支部)(1990年度支部研究発表梗概)

  孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 20 Sep. 1991, 建築雑誌. 建築年報, 1991, 142 - 142, Japanese


• 正方形鋼管と直線型帯筋で二重に横補強した鉄筋コンクリート短柱の弾塑性性状に関する実験的研究 : その2. 理論解析による実験結果の検討(構造)(九州支部)(1990年度支部研究発表梗概)

  山田 義智, 山川 哲雄, 崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 20 Sep. 1991, 建築雑誌. 建築年報, 1991, 142 - 142, Japanese


• 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その1 fc'=400kg/cm^2シリーズ(構造)(九州支部)(1990年度支部研究発表梗概)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 20 Sep. 1991, 建築雑誌. 建築年報, 1991, 143 - 143, Japanese


• Experimental study on RC Confined by High Strength Hoop Under Axial Compression : Part 2 Discussion on Experimental Results

  KIYONAGA Toshihiro

  Architectural Institute of Japan, 01 Aug. 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1991, 529 - 530, Japanese


• Experimental study on RC Confined by High Strength Hoop Under Axial Compression : Part 1 Details of Test Specimens

  SAKINO Kenji

  Architectural Institute of Japan, 01 Aug. 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1991, 527 - 528, Japanese


• Behavior of Concrete Confined in Square Steel Tube Under of Test Compression : Part 2 Stress-Strain Cueve of Confined Concrete

  SUN Yu-Ping

  Architectural Institute of Japan, 01 Aug. 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1991, 217 - 218, Japanese


• Behavior of Concrete Confined in Square Steel Tube Under of Test Compression : Part 1 Details of Test Specimens

  NINAKAWA Toshihiko

  Architectural Institute of Japan, 01 Aug. 1991, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1991, 215 - 216, Japanese


• 226 正方形鋼管で拘束されたコンクリートの中心圧縮性状に関する実験的研究(構造)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1991, 日本建築学会研究報告. 九州支部. 1, 構造系, (32) (32), 237 - 240, Japanese


• 229 正方形鋼管と直線型帯筋で二重に横補強した鉄筋コンクリート短柱の弾塑性性状に関する実験的研究 : その2. 理論解析による実験結果の検討(構造)

  山川 哲雄, 山田 義智, 崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1991, 日本建築学会研究報告. 九州支部. 1, 構造系, (32) (32), 249 - 252, Japanese


• 236 高強度横補強筋で拘束されたRC柱の中心圧縮性状に関する実験的研究 : その1 fc°=400kg/cm^2シリーズ(構造)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 01 Mar. 1991, 日本建築学会研究報告. 九州支部. 1, 構造系, (32) (32), 277 - 280, Japanese


• 正方形鋼管で横補強されたコンファインドコンクリートの性状 : 構造系 : 中国・九州支部合同

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, 20 Sep. 1990, 建築雑誌. 建築年報, 1990, 127 - 127, Japanese


• 直線型帯筋で拘束されたコンファインドコンクリートモデルの比較研究 : 構造系 : 中国・九州支部合同

  孫 玉平, 崎野 健治

  一般社団法人日本建築学会, 20 Sep. 1990, 建築雑誌. 建築年報, 1990, 127 - 127, Japanese


• Moment capacity of RC short columns confined in square steel tube

  Sun Yu Ping

  Architectural Institute of Japan, 01 Sep. 1990, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II, 1990, 797 - 798, Japanese


• 250 正方形鋼管で横補強したコンファインドコンクリートの性状(構造B)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, Mar. 1990, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (8) (8), 289 - 292, Japanese


• 251 直線型帯筋で拘束されたコンファインドコンクリートモデルの比較研究(構造B)

  崎野 健治, 孫 玉平

  一般社団法人日本建築学会, Mar. 1990, 日本建築学会研究報告. 中国・九州支部. 1, 構造系, (8) (8), 293 - 296, Japanese

• 建築材料

  小山 智幸, SUN Yuping

  Joint work, 朝倉書店, Sep. 2014, Japanese

  Textbook


• Proceedings of Japan-China Symposium on Disaster Mitigation of Urban Cities

  Zhao Wanming, Li Heping, SUN Yuping

  Joint editor, 重慶大学出版社, 2012, Chinese

  Others

• 突風下の木造住宅の柱-土台接合部の引き抜き性能に及ぼす載荷速度の影響に関する実験的研究（その2 引き寄せ金物による接合）

  TAKEUCHI Takashi, SUN Yuping

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• 鋼断面への初期軸力が 角形CFT柱の曲げ耐力に及ぼす影響

  市川 元気, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• 矩形RC造片持ち耐力壁の耐震性能に関する研究（その3 集中鉄筋を山形配筋した試験体の実験結果と考察）

  WEI Chengjin, SUN Yuping, TAKEUCHI Takashi, TAKEDA Yasunori, Fujitani Takuya, YAMANO Kazuki

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• 矩形RC造片持ち耐力壁の耐震性能に関する研究（その2 集中鉄筋を平行配筋した試験体の実験結果と考察）

  YAMANO Kazuki, SUN Yuping, TAKEUCHI Takashi, TAKEDA Yasunori, Fujitani Takuya, WEI Chengjin

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• 矩形RC造片持ち耐力壁の耐震性能に関する研究（その1 実験概要）

  Fujitani Takuya, SUN Yuping, TAKEUCHI Takashi, TAKEDA Yasunori, WEI Chengjin, YAMANO Kazuki

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• X形配筋を施したせん断型RC造矩形壁の耐震性能に関する実験的研究（その3 縦筋比及び縦筋径の影響）

  Fukuhara Yumiko, WEI Chengjin, TAKEUCHI Takashi, TAKEDA Yasunori, Fujitani Takuya, YAMANO Kazuki, SUN Yuping

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• SBPDN鉄筋を用いた円形RC柱の耐震性能に関する研究（その3 主筋径の影響）

  Kimura Kouki, TAKEUCHI Takashi, SUN Yuping, TAKEDA Yasunori

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• SBPDN鉄筋を主筋に用いたRC柱部材を有するラーメン構造の耐震性能に関する研究

  Nakano Kaito, TAKEUCHI Takashi, SUN Yuping

  日本建築学会大会, Sep. 2018, Japanese, Domestic conference

  Oral presentation


• 立ち上がり時間の短い突風を受ける建物の層風力の特性に関する研究

  Takeuchi Naohiro, TAKEUCHI Takashi, SUN Yuping, Yong Chul Kim

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 反曲点位置の高いRC造矩形壁の耐震性能及び終局強度評価に関する研究（その2 実験結果）

  Fujitani Takuya, WEI Chengjin, NAOKAWA Shuhei, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 反曲点位置の高いRC造矩形壁の耐震性能及び終局強度評価に関する研究（その1 実験概要）

  WEI Chengjin, Fujitani Takuya, NAOKAWA Shuhei, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 二方向載荷を受ける付着強度の低い超高強度鉄筋を用いたRC 柱の耐震性能に関する研究（その2 繰返し履歴性状と耐震性能評価）

  Onaka Nahoko, Nakano Kaito, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 二方向載荷を受ける付着強度の低い超高強度鉄筋を用いたRC 柱の耐震性能に関する研究（その1 実験概要と損傷状況）

  Nakano Kaito, Onaka Nahoko, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 突風下の木造住宅の柱-土台接合部の引き抜き性能に及ぼす載荷速度の影響に関する実験的研究

  TAKEUCHI Takashi, Takeuchi Naohiro, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究（その9 接合部の挙動解析）

  谷川 和貴, FUJINAGA TAKASHI, 宮川 和明, 入江 千鶴, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, 広島工業大学, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究（その8 接合部部分架構実験）

  FUJINAGA TAKASHI, 谷川 和貴, 宮川 和明, 入江 千鶴, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, 広島工業大学, Domestic conference

  Oral presentation


• 異なるアスペクト比を有する拘束鋼製せん断パネルの履歴特性に関する研究

  MIKAMI Saaya, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• コンクリート充填角形鋼管柱の解析モデルに関する研究

  Sakurai Hiroshi, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• X形配筋を施したせん断型RC造矩形壁の耐震性能に関する実験的研究（その2 実験結果）

  NAOKAWA Shuhei, Fukuhara Yumiko, WEI Chengjin, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• X形配筋を施したせん断型RC造矩形壁の耐震性能に関する実験的研究（その1 実験概要）

  Fukuhara Yumiko, NAOKAWA Shuhei, WEI Chengjin, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• SBPDN鉄筋を用いた円形RC柱の耐震性能に関する研究（その2 実験結果と考察）

  SUN Yuyu, Kimura Kouki, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• SBPDN鉄筋を用いた円形RC柱の耐震性能に関する研究（その1 実験概要）

  Kimura Kouki, SUN Yuyu, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2017, Japanese, Domestic conference

  Oral presentation


• 木造住宅の柱-土台接合部の引き抜き性能に及ぼす載荷速度の影響に関する実験的研究

  TAKEUCHI Takashi, Takeuchi Naohiro, SUN Yuping, MAEDA Junji

  日本風工学会年次研究発表会, May 2017, Japanese, Domestic conference

  Oral presentation


• 拘束低降伏点鋼せん断パネルの履歴特性に関する研究（その2 座屈荷重評価式の提案）

  HU Hongyu, MIKAMI Saaya, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2016, Japanese, Domestic conference

  Oral presentation


• 拘束低降伏点鋼せん断パネルの履歴特性に関する研究（その1 実験概要と結果）

  MIKAMI Saaya, HU Hongyu, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Aug. 2016, Japanese, Domestic conference

  Oral presentation


• ステップ関数的突風を受ける住宅の非定常風圧力特性に及ぼす風向角の影響に関する研究（その3 数値流体計算による検討）

  TAKEUCHI Naohiro, KAWAKAMI Ryota, TAKEUCHI Takashi, OTSUBO Kazuhiro, TOMOKIYO Eriko, MAEDA Junji, SUN Yuping

  日本建築学会大会, Aug. 2016, Japanese, Domestic conference

  Oral presentation


• X形配筋を施した柱型のないRC造壁の耐震性能に関する実験的研究（その2 実験結果）

  NAOKAWA Shuhei, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2016, Japanese, Domestic conference

  Oral presentation


• X形配筋を施した柱型のないRC造壁の耐震性能に関する実験的研究（その1 実験概要）

  SUN Yuping, NAOKAWA Shuhei, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2016, Japanese, Domestic conference

  Oral presentation


• 充填被覆型鋼管コンクリート長柱の耐力 角形鋼管内蔵の場合

  金田 航平, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 載荷履歴を受けたボルト接合された格子型SRC柱の補修後性能に関する実験的研究

  久米 貴大, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究 その7 補強鋼製柱の挙動

  谷川 和貴, 宮川 和明, 喜多村 亘, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究 その6 骨組実験の履歴と補強効果

  喜多村 亘, 宮川 和明, FUJINAGA TAKASHI, SUN Yuping, 谷川 和貴

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究 その5 骨組実験概要

  宮川 和明, 喜多村 亘, FUJINAGA TAKASHI, SUN Yuping, 谷川 和貴

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 拘束鋼製せん断パネルの履歴特性に及ぼす拘束材厚さの影響に関する研究

  胡 弘宇, TAKEUCHI TAKASHI, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Sep. 2015, Japanese, 東海大学, Domestic conference

  Oral presentation


• 薄肉鋼管で拘束されたフライアッシュ外割混合円形ＲＣ柱の耐震性能に関する実験的研究(その2 実験結果と考察)

  柴田 和幸, 田中 祐太郎, TAKEUCHI Takashi, FUJINAGA Takashi, 小山 智幸, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• 薄肉鋼管で拘束されたフライアッシュ外割混合円形ＲＣ柱の耐震性能に関する実験的研究(その1 実験概要)

  田中 祐太郎, 柴田 和幸, TAKEUCHI Takashi, FUJINAGA Takashi, 小山 智幸, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いたＲＣ柱の履歴挙動に及ぼす主筋中間定着部詳細の影響（その2 実験結果と考察）

  東山 諒太, 吉森 裕樹, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いたＲＣ柱の履歴挙動に及ぼす主筋中間定着部詳細の影響（その1 実験概要）

  吉森 裕樹, 東山 諒太, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究(その4 出っ張りのある梁への間接接合部)

  栗原 健, FUJINAGA TAKASHI, 宮川 和明, 喜多村 亘, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 近畿, Domestic conference

  Oral presentation


• ボルト接合による鋼板で拘束されたコンクリートの中心圧縮性状

  麻 文彬, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• アスペクト比が拘束鋼製制振パネルの履歴特性に及ぼす影響に関する研究（その2 実験結果および考察）

  朱 華佳, 藤井 俊介, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• アスペクト比が拘束鋼製制振パネルの履歴特性に及ぼす影響に関する研究（その1 実験概要及びアスペクト比1の試験体の実験結果）

  藤井 俊介, 朱 華佳, TAKEUCHI Takashi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会, Sep. 2014, Japanese, 日本建築学会, 近畿, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いた円形断面RC柱耐震性能に関する研究 その3 せん断スパン比，軸力比及び横補形式の影響

  CAI Gaochuang, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2013, Japanese, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究（その3 接合部実験）

  北村 研士, 宮川 和明, 喜多村 亘, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会, Aug. 2013, Japanese, 北海道, Domestic conference

  Oral presentation


• 鋼管横補強を施したフライアッシュ外割混合RC柱の耐震性能に関する研究

  AONO Yuka, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Aug. 2013, Japanese, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いた円形断面RC柱の耐震性能に関する研究（その2実験結果と考察）

  SUN Yuping, OTA Shoko, CAI Gaochuang, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Sep. 2012, Japanese, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いた円形断面RC柱の耐震性能に関する研究（その1実験概要）

  OTA Shoko, SUN Yuping, CAI Gaochuang, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Sep. 2012, Japanese, Domestic conference

  Oral presentation


• 超高強度鉄筋を主筋に用いたRC柱部材の高軸力下における耐震挙動に関する実験的研究

  OKUDA Junya, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Sep. 2012, Japanese, Domestic conference

  Oral presentation


• 鋼板を２枚重ね合わせた拘束せん断パネルダンパーの履歴特性に関する実験的研究

  SASAKI Koichi, ZHU Huajia, SUN Yuping, TAKEUCHI Takashi, FUJINAGA Takashi

  日本建築学会大会, Sep. 2012, Japanese, Domestic conference

  Oral presentation


• 損傷を受けたPC圧着柱の断面修復及び鋼管巻き立てによる耐震性能回復に関する実験的研究（その2：実験結果）

  中薗 佑介, 金尾 優, 谷 昌徳, SUN Yuping, FUJINAGA TAKASHI, TAKEUCHI TAKASHI

  日本建築学会大会学術講演会, Aug. 2012, Japanese, 名古屋, Domestic conference

  Oral presentation


• 損傷を受けたPC圧着柱の断面修復及び鋼管巻き立てによる耐震性能回復に関する実験的研究（その1：実験概要）

  金尾 優, 中薗 佑介, 谷 昌典, SUN Yuping, FUJINAGA TAKASHI, TAKEUCHI TAKASHI

  日本建築学会大会学術講演会, Aug. 2012, Japanese, 名古屋, Domestic conference

  Oral presentation


• 載荷履歴を受けた非充腹形SRC柱の補修後性能に関する一考察

  FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会学術講演会, Aug. 2012, Japanese, 名古屋, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究(その2 実験結果)

  北村 研士, 喜多村 亘, 宮川 和明, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会学術講演会, Aug. 2012, Japanese, 名古屋, Domestic conference

  Oral presentation


• 鋼製柱によるRC造建築物の外付け耐震補強工法に関する実験的研究(その1 工法および実験概要)

  喜多村 亘, 北村 研士, 宮川 和明, FUJINAGA TAKASHI, SUN Yuping

  日本建築学会大会学術講演会, Aug. 2012, Japanese, 名古屋, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その3：解析結果と考察）

  船戸 佑樹, 奥田 隼也, 仲井 士門, 谷 昌典, 孫 玉平, 藤永 隆

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その2：実験結果と考察）

  仲井 士門, 奥田 隼也, 船戸 佑樹, 谷 昌典, 孫 玉平, 藤永 隆

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• 超高強度鉄筋を用いたRC柱の耐震性能に主筋比等が及ぼす影響（その1：実験概要）

  奥田 隼也, 仲井 士門, 船戸 佑樹, 谷 昌典, 孫 玉平, 藤永 隆

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• 載荷履歴を受けた格子型SRC柱の補修後性能に関する実験的研究（L/D=2）

  神谷 悠貴, 藤永 隆, 孫 玉平

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• 拘束されたせん断パネルダンパーの履歴特性に関する研究

  朱 華佳, 谷 昌典, 藤永 隆, 孫 玉平

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• PC圧着柱の補修後性能に関する実験的研究（その2：実験結果）

  長嶺 安佐子, 中薗 佑介, 谷 昌典, 孫 玉平, 藤永 隆

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• PC圧着柱の補修後性能に関する実験的研究（その1：実験概要）

  中薗 佑介, 長嶺 安佐子, 谷 昌典, 孫 玉平, 藤永 隆

  日本建築学会大会, Aug. 2011, Japanese, 日本建築学会, 東京, Domestic conference

  Oral presentation


• Experimental Study of Seismic Performance on RC Columns with Ultra High Strength Rebars (Part 2 Experimental Results and Discussions)

  KITTAKA Masayoshi, NAKAI Shimon, TANI Masanori, SUN Yuping, FUJINAGA Takashi

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• Experimental Study of Seismic Performance on RC Columns with Ultra High Strength Rebars (Part 1 Outline of Experiment)

  NAKAI Shimon, KITTAKA Masayoshi, TANI Masanori, SUN Yuping, FUJINAGA Takashi

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash (No.3 Evaluation of flexural capacity and skeleton curve)

  INOUE Takuma, SUGITA Youko, ARAKAWA Yasuhiko, TANI Masanori, FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, Koyamada Hidehiro

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash (No.2 Experimental Result)

  SUGITA Youko, ARAKAWA Yasuhiko, INOUE Takuma, TANI Masanori, FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, Koyamada Hidehiro

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• A Study on seismic performance of RC Columns Used Concrete Containing Large Quantity of Fly Ash (No.1 Outline of Experiment)

  ARAKAWA Yasuhiko, INOUE Takuma, SUGITA Youko, TANI Masanori, FUJINAGA Takashi, SUN Yuping, KOYAMA Tomoyuki, Koyamada Hidehiro

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• 載荷履歴を受けたラチス型SRC柱の補修後性能に関する実験的研究

  神谷 悠貴, 藤永 隆, 孫 玉平, 那良 幸太郎

  日本建築学会大会学術講演会, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• 載荷履歴を受けたRC柱の補修後性能に関する実験的研究

  那良 幸太郎, 藤永 隆, 孫 玉平

  日本建築学会大会学術講演会, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• Study of Mechanical Properties of Steel Shear Panel Wrapped by Polypropylene and Carbon Fiber Sheets

  AOYAMA Yuji, SUN Yuping, TANI Masanori, ZHANG Pengbo

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• A Study on Failure Mode of RC Columns with Circular Section Based on Experimental Database

  KIM Jinwoo, SUN Yuping, TANI Masanori, FUJINAGA Takashi

  Annual Meeting of Architectural Institute of Japan, Sep. 2010, Japanese, 日本建築学会, 富山市, Domestic conference

  Oral presentation


• 載荷履歴を受けた格子型SRC柱の補修後性能に関する実験的研究（その2）実験結果

  藤永 隆, 那良 幸太郎, 孫 玉平

  日本建築学会大会学術講演会, Sep. 2009, Japanese, 仙台市, Domestic conference

  Oral presentation


• 載荷履歴を受けた格子型SRC柱の補修後性能に関する実験的研究（その1）実験概要と補修方法

  那良 幸太郎, 藤永 隆, 孫 玉平

  日本建築学会大会学術講演会, Sep. 2009, Japanese, 仙台市, Domestic conference

  Oral presentation


• Experimental Study on RC Columns with Ultra High Strength Rebars (Part 2 Experimental Results and Discussions)

  ORITA Kou, KITTAKA Masayoshi, TANI Masanori, FUJINAGA Takashi, SUN Yuping

  Annual Meeting of Architectural Institute of Japan, Aug. 2009, Japanese, 日本建築学会, 仙台市, Domestic conference

  Oral presentation


• Experimental Study on RC Columns with Ultra High Strength Rebars (Part 1 Outline of Experiment)

  KITTAKA Masayoshi, ORITA Kou, TANI Masanori, FUJINAGA Takashi, SUN Yuping

  Annual Meeting of Architectural Institute of Japan, Aug. 2009, Japanese, 日本建築学会, 仙台市, Domestic conference

  Oral presentation


• A Study of Hysterestic Properties of Friction Damper with Variable Capacity (Part 2 Analysis Model and Characteruistics)

  ZHANG Pengbo, INOUE Takuma, SUN Yuping, FUJINAGA Takashi, TANI Masanori, CHOI Jae-hyouk

  Annual Meeting of Architectural Institute of Japan, Aug. 2009, Japanese, 日本建築学会, 仙台市, Domestic conference

  Oral presentation


• A Study of Hysterestic properties of Friction Damper with Variable Capacity (Part1 Outline of experiment and experimental results)

  INOUE Takuma, ZHANG Pengbo, SUN Yuping, FUJINAGA Takashi, TANI Masanori, CHOI Jae-hyouk

  Annual Meeting of Architectural Institute of Japan, Aug. 2009, Japanese, 日本建築学会, 仙台市, Domestic conference

  Oral presentation


• 面外座屈が拘束されたせん断パネルの履歴特性に関する研究 その2実験結果及び履歴特性についての考察

  SUN Yuping, FUJINAGA Takashi, OGATA Futoshi, ZHANG Peng-bo, SUDO Toshifumi

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• 面外座屈が拘束されたせん断パネルの履歴特性に関する研究 その1実験概要及び破壊状況

  OGATA Futoshi, SUN Yuping, FUJINAGA Takashi, ZHANG Peng-bo, SUDO Toshifumi

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• 耐力可変摩擦ダンパー開発に関する研究

  ZHANG Peng-bo, SUDO Toshifumi, FUJINAGA Takashi, SUN Yuping

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• 実験データベースに基づく十字形鉄骨を内蔵したSRC柱の終局曲げ耐力

  FUJINAGA Takashi, SUN Yuping

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• フライアッシュを外割混合したコンクリート部材の力学性能 その2 梁の曲げせん断性状

  TANAKA Yuji, ORITA Kou, SUN Yuping, KOYAMA Tomoyuki, FUJINAGA Takashi, KOYAMADA Hidehiro

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• フライアッシュを外割混合したコンクリート部材の力学性能 その1 コンクリートの応力―ひずみ関係のモデル化

  ORITA Kou, TANAKA Yuji, SUN Yuping, KOYAMA Tomoyuki, FUJINAGA Takashi, KOYAMADA Hidehiro

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• せん断型摩擦ダンパーの肌隙が安定すべり耐力に及ぼす影響に関する研究

  SUDO Toshifumi, ZHANG Peng-bo, SUN Yuping, FUJINAGA Takashi

  日本建築学会大会学術講演会, Sep. 2008, Japanese, 日本建築学会, 広島, Domestic conference

  Oral presentation


• 補修後の剛性低下を考慮したSRC骨組の時刻歴応答解析

  藤永 隆, 孫 玉平

  日本建築学会大会, Sep. 2007, Japanese, 日本建築学会, 九州, Domestic conference

  Oral presentation


• モーメント勾配のある角形CFT長柱の偏心圧縮実験

  土井 裕美, 藤永 隆, 孫 玉平

  日本建築学会大会, Sep. 2007, Japanese, 日本建築学会, 九州, Domestic conference

  Oral presentation

• Development and performance assessment of resilient prefabricated concrete columns

  孫 玉平, 藤永 隆, 竹内 崇, 袁 士宇, 蔡 高創

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kobe University, 01 Apr. 2022 - 31 Mar. 2026

  付着強度の低い、超高強度ウルボン筋を正方形状に配置したPCaRC円形断面柱の耐震性能および修復性能を実験的に調べるために、柱に用いる主筋の種別（異形鉄筋、ウルボン筋）、ウルボン筋の端部定着長さ（20dと30d）、柱のせん断スパン比（1.7と2.5）、柱に作用する軸力の大きさ（軸力比が0.20と0.33）、および柱の製作方法（一体打ちとプレキャスト）を実験変数に取り、ウルボン筋を用いたRC造プレキャスト円形柱と一体打ち柱を計12体を製作し、それらの試験体に対して一定軸力下における繰り返し曲げせん断実験を行った結果、以下の知見が得られた。 １）薄肉円形鋼管による横拘束とウルボン筋を主筋として用いれば、普通強度の異形鉄筋を用いたRC造柱よりレジリエンスの高いプレキャストRC造柱の創出が可能である。 ２）径厚比が132である非常に薄肉のボルトで接合した円形鋼管で拘束されたRC造柱は、軸力比が0.33と比較的高い軸力下においても、部材角6.0％まで高いドリフト硬化性（耐力が水平変位の増加に伴い上昇し続ける特性）を示せると同時に、部材角4.0％までの載荷を経験した後の残留部材角は最大経験部材角の1.5/10まで小さく抑制でき、優れたレジリエンスを有する。 ３）アンカーで定着されたウルボン筋の埋め込み深さは呼び名直径の20倍程度にすれば、せん断スパン比にかかわらず、薄肉鋼板で拘束されたプレキャストRC柱は部材角6.0％まで一体打ち柱と同等なドリフト硬化性と修復性を示せる。 ４）ウルボン筋を断面内において正方形状に配置し、ボルトで接合した薄肉鋼板で拘束した円形プレキャストRC柱の履歴性能を評価するため、ウルボン筋の付着すべりの影響を考慮に入れた解析手法を構築した。構築した解析手法で求めた本提案PCaRC柱の履歴性状を大変形域まで比較的精度よく評価できる。


• Seismic performance and evaluation of resilient precast concrete columns

  孫玉平

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kobe University, Apr. 2022 - Mar. 2026, Principal investigator


• ドリフト硬化型PCaRC造壁柱の開発と性能評価

  孫 玉平

  科学研究費補助金 基盤研究(B)(一般), Apr. 2019 - Mar. 2022, Principal investigator

  Competitive research funding


• インフラの再定義と社会的・工学的効果のみえる化ー持続社会設計学の構築を目指してー

  山崎 寿一

  学術研究助成基金助成金／挑戦的萌芽研究, Apr. 2014 - Mar. 2016

  Competitive research funding


• Structural Properties and Durability of Concrete Containing Large Quantity of By-products Powders

  KOYAMA Tomoyuki, KOYAMADA Hidehiro, SUYAMA Hiroki, SUN Yupin, ITO Korekiyo, FUNAMOTO Kenji, TANAKA Toshimitsu

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), Kyushu University, 2008 - 2010

  Aim of this study was to establish the utilization method of industrial by-product powders, such as fly ash, crushed stone powder, some kinds of slag and waste incineration ash, to concrete. In our method powders were mixed with constant cement content per unit volume of concrete, so the performance of concrete, for example compressive strength, ductility and durability, became higher than the similar mix proportion concrete without such powders. From the results by the analyses and the experiments using real size specimens, it was proved that this concrete could be used as the members of concrete structure, and the design methods for mixture, structural and durability were shown clearly.


• Study of Cyclic Behavior of Confined High-Strength Concrete Moment-Resisting Frames

  SUN Yuping, SAKAI Junichi

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), Kyushu University, 2002 - 2003

  This report presents experimental information on the cyclic response of confined high-strength concrete (HSC) moment-resisting frames along with an analytical method to evaluate the failure mode as well as the ultimate lateral load capacity of the confined HSC frames. The tests involved six one bay and one-story HSC moment-resisting frames, which consisted of two 200x200mm square columns confined by steel tube and one 180x300mm. rectangular beam confined by conventional hoops. All of the frames were made of HSC with designed strength of 80MPa and were tested under combined cyclical lateral force and constant axial load. Test results have indicated that confinement of the columns by steel tube could ensure very stable cyclic performance to HSC frame even when it was under high axial load. Since confinement by steel tube can contain the whole of concrete in a column, no abrupt strength degradation occurred in the hysterestic loops of the HSC frames till large deformation. It has also become clear that strengthening the square steel tube with inner stiffener could enhance its' confinement effect significantly. The square steel tube, which had width-to- thickness ratio (B/t ratio) of 87 and was strengthened with inner stiffener, provided the same confinement effect as the steel tube with B/t ratio of 33 but without inner stiffener, while the steel amount of the former is only 55% of the latter. This report also presents a design method enabling structural engineer to simply evaluate the ultimate lateral load and deformation capacity of confined HSC frames. This method involves consideration of confinement effect by the square steel tube and simplification of calculation procedure for the ultimate. load and deformation capacity of confined HSC columns and beams. Comparison between the theoretical and the measured results has indicated that the proposed design method could predict experimental results very well. In addition, all of the test frames performed in a ductile manner as designed, which implies that the proposed design method also enables engineers to reliably predict the failure mode of the confined HSC frames at the stage of design.


• Study on Flexural Behavior of High-Strength Reinforced Concrete Columns Confined by Steel Tube

  SUN Yuping

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), KYUSHU UNIVERSITY, 1999 - 2000

  An experimental study of monotonic flexural behavior of reinforced concrete columns confined by square or circular steel tube was conducted to investigate effects of lateral confinement by steel tubes on ultimate flexural properties of the confined high-strength reinforced concrete columns. Twenty test columns, ten of which were confined by square steel tubes and the others by circular steel tubes, were made of high-strength concrete with compressive strength of 60MPa or 100MPa, and all of these columns were tested under combined monotonic bending moment and constant axial compression. Test results indicated that flexural response as well as ultimate properties of a confined high-strength concrete column not only depended upon wall thickness of the steel tube, but the axial load level as well. It has also been shown that confinement effect of circular steel tube was much higher than that of square steel tube when the steel tubes had the same wall thickness. The most interesting experimental result obtained in this study was that the compressive strain at the extreme concrete fiber of the confined concrete section developed at the maximum moment was not a constant as recommended in many current design codes, but a variant increasing as the confinement degree provided by the steel tubes almost regardless of the axial load level. Parallel to the experimental study described above, an analytical study of the flexural response of confined high-strength reinforced concrete columns was carried on to develop a simple and practical method of theoretically evaluating the ultimate moment and deformation capacity of confined concrete column. Based on the results of parametric study, a mathematical expression for predicting the ultimate strain of confined concrete was developed. Furthermore, two rectangular equivalent stress blocks were proposed to simplify the calculation of ultimate moment capacity. One stress block was proposed for columns confined by square steel tube and the other was for columns confined by circular steel tubes. Good agreement between the measured results and the theoretical predictions verified validity of the proposed stress blocks.


• Seismic Performance of Reinforced Concrete Columns Confined in Square Steel Tube with Thin Steel Wall

  SAKINO Kenji, YUPING Sun

  Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (C), KYUSHU UNIVERSITY, 1997 - 1998

  In the experimental phase of research, total of twenty-three reinforced concrete columns confined in square steel tube (tubed columns) were subjected to cyclic shearing force and deformed in a double curvature pattern. The experimental parameters were aspect ratio of column (2.0-4.0), width to wall-thickness ratio (B/t=28- 117), and magnitude of axial load. The following conclusions are reached on bases of the research. 1. The failure modes of tubed columns with aspect ratio of 2.0 and 4.0 are shear failure and flexural failure, respectively. It is noteworthy that lateral deformation capacity is greatly enhanced with the decrease in Bit ratio and with the decrease of axial load level even in the short columns failed in shear. 2. The flexural strengths of columns can be satisfactorily evaluated using the simplified method that utilizes the equivalent stress block based on the stress-strain model for confined concrete proposed by Sakino and San. They should be enhanced using a factor that takes the effect of extra confinement from end stubs into consideration. 3. The lateral load capacities, as dominated by shear, for short column specimens can be fairly evaluated using AIJ-A method, which is analytical method based on plastic theory, although it underestimates the capacity of specimens with large lateral steel ratios. On the other hand, the Arakawa's empirical shear formula also can be used.