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KUWATA Yasuko
Graduate School of Engineering / Department of Civil Engineering
Professor

Researcher basic information

■ Research Keyword
  • Earthquake Engineering
■ Research Areas
  • Social infrastructure (civil Engineering, architecture, disaster prevention) / Structural and seismic engineering

Research activity information

■ Award
  • Oct. 2024 日本自然災害学会, 学術賞
    鍬田泰子

  • Sep. 2008 日本自然災害学会, 平成20年度学術発表優秀賞, 汶川地震の地表断層変位と周辺建物被害
    Yasuko Kuwata

  • Feb. 2008 土木学会地震工学委員会, 平成19年度土木学会地震工学論文集論文奨励賞, 37歳以下の研究者
    鍬田 泰子

  • Dec. 2007 土木学会, 平成19年度土木学会全国大会第62回年次学術講演会優秀講演者賞, 40歳以下の研究者
    鍬田 泰子

  • Feb. 2006 日本地震工学会, 2006年日本地震工学会論文奨励賞, 2006年4月1日現在で35才未満の若手研究者
    Yasuko Kuwata

■ Paper
  • Nima Mohammadi, Yasuko Kuwata
    Structural redundancy assessment of steel aqueduct bridges is made by the analysis of a case study using the Musota Aqueduct bridge structure: a simply supported steel arch bridge erected in 1973 and a seven- span continuous steel aqueduct bridge. In this paper, as a case study, after the validation of the model, the structural redundancy of the Musota aqueduct bridge in Wakayama City with respect to its load-carrying capacity after the failure of hanging components due to corrosion was investigated. The conventional procedure for the assessment of redundancy makes use of static nonlinear structural analysis. A three-dimensional finite-element model of this bridge was developed to simulate its behavior. The results from the linear analysis are compared with those from the nonlinear analysis to investigate the appropriateness of the former in the evaluation of redundancy. A detailed nonlinear static finite element study is carried out into the hangers' components of the arch bridge in order to clarify the implications involved in the failure of redundancy. Finally, recommendations for prudent bridge maintenance methods are presented based on findings from the investigation.
    Last, International Journal of Innovative Science and Research Technology, Oct. 2024, International Journal of Innovative Science and Research Technology (IJISRT), 9(10) (10), 1189 - 1198, English
    [Refereed]
    Scientific journal

  • Nima Mohammadi, Yasuko Kuwata
    Pipelines play a vital role in ensuring the efficient and secure transportation of water, making their performance to keep the water continuously going vital. This research explores the influence of air valves on the localized damage and overall functionality of the pipelines. Air valves are critical components that help stabilize pressure and prevent vacuum formation. However, their installation can introduce structural weaknesses in localized areas. The study employs FEM modeling alongside field data from a collapsed bridge to assess the performance and damage in the vicinity of air valves. The findings reveal that strategic redesigns, such as optimizing air valve placement and reinforcing surrounding areas, can significantly enhance performance while mitigating local damage. Additionally, the research highlights the effectiveness of repair methods in increasing pipeline resistance to bending stresses and compares various repair and design approaches, providing new insights into mitigating structural damage in aqueduct bridges. This study addresses a critical gap in the literature, offering a thorough approach to understanding and addressing air valve-related damage in engineering.
    Last, International Journal of Innovative Science and Research Technology, Oct. 2024, International Journal of Innovative Science and Research Technology (IJISRT), 9(9) (9), 2344 - 2349, English
    [Refereed]
    Scientific journal

  • 令和6年能登半島地震における水管橋の被害と損傷モード分類
    西 勇也, 鍬田 泰子
    Last, Oct. 2024, 自然災害科学, 43(3) (3), 573 - 585, Japanese
    [Refereed]
    Scientific journal

  • Nima MOHAMMADI, Yasuko KUWATA, Asako MORIOKA
    Corresponding, Japan Society of Civil Engineers, Jul. 2024, Journal of JSCE, 12(2) (2), n/a - n/a, English
    [Refereed]
    Scientific journal

  • Yue PAN, Yasuko KUWATA
    Japan Society of Civil Engineers, Jul. 2024, Journal of JSCE, 12(2) (2), n/a - n/a, English
    [Refereed]
    Scientific journal

  • Yasuko KUWATA, Shilin CHEN, Kanoko YAMASHITA, Kunio YASUI
    Japan Association for Earthquake Engineering, 2024, Journal of Japan Association for Earthquake Engineering, 24(5) (5), 5_130 - 5_138, Japanese
    [Refereed]
    Scientific journal

  • 鍬田 泰子, 陳 時霖, 安井 國雄, 米山 望
    Nov. 2023, 自然災害科学, 42(S10) (S10), 21 - 33, Japanese
    [Refereed]
    Scientific journal

  • Investigation of buried pipes under axial tension and compression loadings
    A. Reza, Y. Kuwata, A. S. Dhar
    Oct. 2023, Geosasktoon 2023, English
    [Refereed]
    International conference proceedings

  • Kou YAGAMI, Yasuko KUWATA, Hideki OMURO
    Corresponding, Japan Society of Civil Engineers, Jul. 2023, Japanese Journal of JSCE, 79(13) (13), n/a - n/a, Japanese
    [Refereed]
    Scientific journal

  • Taro OGATA, Yasuko KUWATA, Hideki OMURO, Nobuhiro HASEGAWA
    Japan Association for Earthquake Engineering, May 2023, Journal of Japan Association for Earthquake Engineering, 23(2) (2), 2_23 - 2_39, Japanese
    [Refereed]
    Scientific journal

  • Yue PAN, Yasuko KUWATA
    Japan Society of Civil Engineers, Jul. 2022, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 78(4) (4), I_117 - I_126, English
    [Refereed]
    Scientific journal

  • Asako MORIOKA, Yuma KITAI, Hiroki NODA, Yasuko KUWATA
    Japan Society of Civil Engineers, Jul. 2022, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 78(4) (4), I_383 - I_392, Japanese
    [Refereed]
    Scientific journal

  • RECONAISSANCE REPORT ON THE EARTHQUAKE IN OSAKA-FU HOKUBU ON JUNE 18, 2018
    Kiyono, J, Takahashi, Y, Tobita, T, Kuwata, Y, Goto, H, Okumura Y
    May 2021, JSCE Journal of Disaster FactSheets, FS2021-E-0002, English
    [Refereed]
    Scientific journal

  • KUWATA Yasuko, SAKURAI Hiromi

     Referring from the case where several pipes with large diameter had damaged with cracks by the earthquake in northern Osaka in 2018, it is considered that not only factors such as insufficient strength and deterioration but also that the pipes with larger diameters is more vulnerable than those with small diameters for the seismic resistance in the transverse direction, which is a so-called size effect. In this study, the more accurate calculation method using soil-and-pipe FEM model and giving inertial force without using soil spring. The influence of the diameter on the seismic response for water pipes with small to large diameters are made clarified. Furthermore, the seismic resistance was compared under various conditions with regard to the damage factor of the 900 mm diameter pipe during the last earthquake. As a result, it was found that the reduction in pipe thickness due to corrosion deterioration contributes more as a damage factor than the increase in hydraulic pressure during the earthquake.

    Japan Society of Civil Engineers, 2021, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 77(4) (4), I_207 - I_214, Japanese
    [Refereed]
    Scientific journal

  • YAMAMURA Yu, KUWATA Yasuko

     In the guideline for seismic design of buried pipes, the characteristics of the ground spring in the pipe axial direction, which represents the dynamic interaction between the pipeline and ground, are important for evaluating the seismic resistance of the buried pipes under the seismic forces. The ground spring characteristic in the pipe axial direction is modeled as a bilinear type in which the slip occurs between the pipe and ground if the shear stress exceeds a certain limit. However, the buried pipe has joints, and the friction in the pipe axial direction includes the friction due to the joint's overhanging part, but their modeling has not been sufficiently studied. In this study, in order to understand the movement of soil particles around the joint when shear displacement is applied, an shear deformation experiment that the pipe and the soil particles are replaced by a two-dimensional cross section was carried out. The movement of soil particles was visualized and the friction mechanism was clarified microscopically.

    Corresponding, Japan Society of Civil Engineers, 2021, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 77(4) (4), I_71 - I_78, Japanese
    [Refereed]
    Scientific journal

  • KITAI Yuma, NODA Hiroki, KUWATA Yasuko

     Seismic resistance of water supply facility and pipeline is promoted to reduce suspension of water supply by an earthquake. Lightweight welded steel pipes with seismic resistance have been widely used for pipeline attached on the bridge. However, there are problems on securing engineers for the field welding method and maintenance. A connection method with seismic resistance, no risk of water leak and easily connection is expected. This study aims to develop mechanical fittings of steel pipe confirmed with seismic resistance equal to or higher than that of welding joints. It can connect easily and reliably by non-specialist engineers. Design verification and verification test were carried out. The seismic resistance of mechanical fittings of steel pipe equal to or higher than that of welding joints was confirmed.

    Japan Society of Civil Engineers, 2021, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 77(4) (4), I_79 - I_87, Japanese
    [Refereed]
    Scientific journal

  • OMURO Hideki, KUWATA Yasuko, KURIYAMA Takashi

     As a method for evaluating the seismic performance of buried pipelines for fluid transportation such as water supply, industrial water, and agricultural water, response displacement method is applied. In the case of seamless continuous pipelines (integral structure pipelines) such as steel pipes and polyethylene pipes, the ground strain acting in the axial direction of the pipe is compared with the allowable strain of the pipe. The critical performance of the polyethylene pipe was evaluated by cyclic tensile and compression load test. As a result, it was revealed that the vibration safety margin is about 25 to 50 times of the equivalent repetition frequency calculated from the earthquakes observed in the past. In addition, since the PE pipe has a small elastic modulus compared to steel pipe, it is feared that it will be damaged during construction or other works in service. The seismic performance in the case with scratches on pipe was also evaluated. It was also confirmed that the seismic performance did not deteriorate within the allowable range for scratches set based on the long terms water tightness.

    Japan Society of Civil Engineers, 2021, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 77(4) (4), I_88 - I_95, Japanese
    [Refereed]
    Scientific journal

  • Yasuko KUWATA, Yu YAMAMURA
    Lead, Japan Society of Civil Engineers, 2019, Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 75(4) (4), I_1 - I_9, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • KUWATA YASUKO, 稲瀬 友樹, 澤田 純男
     Axial soil spring between the pipe and ground is treated under the assumption that only a static friction acts. A simple coulomb friction is used in many of seismic response analysis on the buried pipe. In this study, the velocity dependency of shear stress between the pipe and ground was tried to make clear by the real-scale pipe pulling-out test using the shaking table. As a result, it has been understood that the maximum shear stress are different about twice depending on the pipe-moving velocity, and the maximum shear stress and the sliding characteristics are different by the ground compacting condition.
    Japan Society of Civil Engineers, Nov. 2018, 土木学会論文集A1, 74(4) (4), I_568 - I_577, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 宮本 勝利, 小西 康彦, 飛田 哲男, KUWATA YASUKO, 中澤 博志
    熊本地震では，水道施設にも多数の被害が生じたが，河川に囲まれた軟弱な粘土層と飽和砂層で構成された低地にある水道用井戸の水源地周辺においては，想定していなかった顕著な地盤変状に伴う水道施設の被害や，新耐震基準以降に建設された水道施設の建築物に基礎被害が多数確認された．筆者らは，浄水場や下水処理場および上下水道管路網の地震被害軽減対策を研究しており，これらの水道施設の被害と液状化を含む地盤の地震時挙動との関連性や対策に関する知見を得るために各種調査や検証解析を実施した．本報告では，これらの調査結果を報告するとともに，熊本市の水道事業において特に重要な井戸水源地施設の基礎杭及び井戸ケーシングを対象として，地震被害のメカニズムや要因を分析し，今後の耐震設計における留意点などを考察した．
    公益社団法人 土木学会, Nov. 2018, 土木学会論文集A1, 74(4) (4), I_986 - I_1001, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 平山 智章, KUWATA YASUKO, 有野 治
    Nov. 2018, 土木学会論文集A1, 74(4) (4), I_351 - I_360, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • H. Saffari, KUWATA YASUKO, A. Mahdavian
    Oct. 2018, Journal of Earthquake Engineering, Vol.22(No.10) (No.10), 1918 - 1935, English
    [Refereed]
    Scientific journal

  • Yasuko KUWATA, Keisuke SATO, Soji KATO
    Jun. 2018, 日本地震工学会論文集, 18(3) (3), 3_91 - 3_103, English
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 山内 政輝, 秦 吉弥, 村田 晶, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 宮島 昌克, 常田 賢一
     During a northern Noto peninsula scenario earthquake, not only strong motion but also huge tsunami is attacked in Hegura Island, Wajima City, Japan. In this study, first, seismic waveforms in Hegura Island were estimated based on the asperity models with consideration of ground shaking characteristics by microtremor measurements. Next, walking times from the sites of interest to designated refuge place were measured based on in-situ investigation. Finally, using the non-evacuation time during the earthquake and the required evacuation time after the earthquake, we evaluated the difficult area for tsunami evacuation in Hegura Island taking into account the tsunami travel time.
    Japan Society of Civil Engineers, Sep. 2017, 土木学会論文集A1, 73(4) (4), 796 - 804, Japanese
    [Refereed]
    Scientific journal

  • 稲瀬 友樹, KUWATA YASUKO, 澤田 純男
     Axial soil spring between the pipe and ground is treated under the assumption that only a static friction acts. A simple coulomb friction is used in many of seismic response analysis on the buried pipe. In this study, the velocity dependency of shear stress between the pipe and ground was tried to make clear by the real-scale pipe pulling-out test using the shaking table. As a result, it has been understood that the maximum shear stress are different about twice depending on the pipe-moving velocity, and the maximum shear stress and the sliding characteristics are different by the ground compacting condition.
    Japan Society of Civil Engineers, Sep. 2017, 土木学会論文集A1, 73(4) (4), 376 - 384, Japanese
    [Refereed]
    Scientific journal

  • 山内 政輝, 秦 吉弥, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴
     During a large scale scenario earthquake, huge tsunami with early travel time is striked in Tobishima, Sakata City, Japan. In this study, ground shaking characterisrtics in the tsunami attack area were evaluated using microtremor measurement with high density. The strong motions in Tobishima were then estimated based on the asperity models considering the ground shaking characteristics. Furthermore, the difficult time for tsunami evacuation during the earthquake was calculated using instantaneous instrumental seismic intensity. Finally, we discussed the influence of the strong motion on the tsunami evacuation based on the relationship between the travel time and the difficult time.
    Japan Society of Civil Engineers, Aug. 2017, 土木学会論文集B3, 73(2) (2), 222 - 227, Japanese
    [Refereed]
    Scientific journal

  • 秦 吉弥, 山内 政輝, 小山 真紀, KUWATA YASUKO, 中嶋 唯貴
     During a scenario earthquake with MJ7.8 nearby Ryukyu Trench, not only strong motion but also huge tsunami with the maximum water level and run-up height of 6m and 15m, respectively is predicted in central Ishigaki City, Okinawa Prefecture, Japan. In this paper, seismic waveforms in the tsunami attack area were first predicted with very high density based on the SMGA models and microtremor measurements. Walking times from the prediction sites to the designated refuge places were then measured. Using non-evacuation time based on the time history of instrumental seismic intensity and measured time based on results of the walking experiment, finally, we evaluated the difficult area for tsunami evacuation in central Ishigaki City.
    Japan Society of Civil Engineers, Aug. 2017, 土木学会論文集B3, 73(2) (2), 216 - 221, Japanese
    [Refereed]
    Scientific journal

  • H. Sakai, N. Pulido, K. Hasegawa, Y. Kuwata
    Conventional damage prediction methods for lifeline structures are primarily based on peak ground motion measurements. However, line structures such as lifelines suffer damage that is mainly induced by the strain of the ground and therefore are likely to be vulnerable to sharp spatial changes in the ground motion. In this study, we propose a measure for evaluating the damage incurred by underground water supply pipelines based on the spatial gradient of the peak ground velocity (PGV), in an attempt to quantify the effects of the geospatial variabilities in the ground motion on pipeline damage. We investigated the spatial distribution of the damage caused to water pipelines during the Niigata-ken Chuetsu earthquake on October 10, 2004 (Japan Meteorological Agency magnitude (M-JMA) of 6.8) and the Kobe earthquake on January 17, 1995 (M(JMA)7.3) and compared the surveyed damage with the PGV distribution as well as with the gradients of the PGV calculated around the damage areas. For the Kobe earthquake, we used the PGV distribution obtained by the strong-motion simulation performed by Matsushima and Kawase . In case of the Chuetsu earthquake, we estimated the ground motion using a broadband-frequency-based strong-ground-motion simulation method based on a multiasperity source model. In both cases, we calculated the gradients of the PGV along the geographical coordinates, with the amplitude of the PGV gradient vector being employed as the damage estimator. Our results show that the distribution of damage to underground water supply pipelines exhibits a greater correlation with the gradients of the PGV than with the PGV itself. Thus, the gradient of the PGV is a useful index for preparing initial-screening hazard maps of underground facilities. Copyright (c) 2017 John Wiley & Sons, Ltd.
    WILEY, Jul. 2017, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 46(9) (9), 1531 - 1548, English
    [Refereed]
    Scientific journal

  • Soji Kato, KUWATA YASUKO
    Jun. 2017, Journal of Japan Association for Earthquake Engineering, 17(3) (3), 1 - 12, English
    [Refereed]
    Scientific journal

  • 水上 昌信, KUWATA YASUKO
    Nov. 2016, 地域安全学会論文集, (29) (29), 219 - 227, Japanese
    [Refereed]
    Scientific journal

  • 湊 文博, 秦 吉弥, 村上 啓介, 山田 雅行, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 常田 賢一
    Nov. 2016, 地域安全学会論文集, (29) (29), 53 - 61, Japanese
    [Refereed]
    Scientific journal

  • 湊 文博, 秦 吉弥, 中嶋 唯貴, 小山 真紀, KUWATA YASUKO, 山田 雅行, 常田 賢一
     During the 1993 Southwest Hokkaido Earthquake, not only strong motion but also huge tsunami is attacked in Aonae District, Okushiri Island, Japan. Seismic waveforms in the tsunami strike area were already estimated based on the SMGA models considering local site effects. In this paper, walking times from the sites of interest to original refuge places were measured. Using non-evacuation time during the 1993 main shock and evacuation time after the 1993 main shock, we evaluated the difficult area for tsunami evacuation in Aonae District taking into account tsunami travel time. The evaluated difficult area agree well with the actual area of human casualty observed after the 1993 main shock.
    Japan Society of Civil Engineers, Aug. 2016, 土木学会論文集B3, 72(2) (2), 509 - 514, Japanese
    [Refereed]
    Scientific journal

  • 秦 吉弥, 湊 文博, 常田 賢一, 青木 伸一, KUWATA YASUKO, 小山 真紀
     During a scenario earthquake with MW9.0 along the Nankai Trough, not only strong motion but also huge tsunami is predicted in Shizuoka Prefecture, Japan. In this study, first, seismic waveforms at station sites for ground motion observation in the coastal area were estimated based on the SMGA models considering local site effects. Using non-evacuation time based on the time history of instrumental seismic intensity, the effect of the estimated strong motion on tsunami evacuation was then discussed. Finally, in order to evaluate evacuation time from the strong motion estimation sites to designated refuge places, walking experiments were carried out. The constructed relationship between the evacuation time and the non-evacuation time will be useful for conventional seashore preservation in Shizuoka Prefecture.
    Japan Society of Civil Engineers, Aug. 2016, 土木学会論文集B3, 72(2) (2), 1 - 6, Japanese
    [Refereed]
    Scientific journal

  • 秦 吉弥, 湊 文博, 小山 真紀, KUWATA YASUKO, 中嶋 唯貴, 常田 賢一
     During a scenario earthquake with MW9.0 along the Nankai Trough, not only strong motion but also huge tsunami is predicted in Hirokawa Town, Wakayama Prefecture, Japan. Seismic waveforms in the Tsunami attack area were already predicted with very high density based on the SMGA models considering local site effects. In this paper, walking times from the evaluation sites of local site effect to designated refuge places were measured. Using the non-evacuation time based on the time history of instrumental seismic intensity and the measured time based on results of the walking experiment, we evaluated the difficult area for tsunami evacuation in Hirokawa Town.
    Japan Society of Civil Engineers, Aug. 2016, 土木学会論文集B3, 72(2) (2), 503 - 508, Japanese
    [Refereed]
    Scientific journal

  • KUWATA YASUKO, 佐藤 圭介, 加藤 蒼二
    Iwaki City, Fukushima Prefecture faced water outage two times due to the Tohoku earthquake that occurred on March 11, 2011 as well as due to its following earthquake that occurred on April 11, 2011. It is rare that the big earthquakes with different mechanism occur in a short term of one month. In this study, the pipeline damage of Iwaki City due to these earthquakes were focused on and it was tried to clarify seismic vulnerability of pipe attribute based on the earthquake damage analysis on water-supply pipeline. As the result of analysis on the seismic vulnerability factors of pipe material, pipe diameter and its micro-topography, the seismic vulnerabilities on pipe diameter and material were very similar between two earthquakes. The seismic vulnerability on pipe diameter was also similar to that in earthquakes in the past, while the vinyl chloride pipe was evaluated to be stronger. The micro-topography factor does not always need to add seismic vulnerability depending on the evaluation of seismic motion.
    JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING, Jul. 2016, 日本地震工学会論文集, 16(8) (8), 145 - 155, Japanese
    [Refereed]
    Scientific journal

  • KUWATA YASUKO
    May 2016, 土木学会論文集A1, 72(4) (4), 926 - 933, Japanese
    [Refereed]
    Scientific journal

  • 平山 智章, KUWATA YASUKO, 澤田 純男
    May 2016, 土木学会論文集A1, 72(4) (4), 290 - 296, Japanese
    [Refereed]
    Scientific journal

  • 湊 文博, 秦 吉弥, 常田 賢一, KUWATA YASUKO, 小山 真紀, 植田 裕也
    May 2016, 土木学会論文集A1, 72(4) (4), 68 - 81, Japanese
    [Refereed]
    Scientific journal

  • 湊 文博, 秦 吉弥, 山田 雅行, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 常田 賢一
    May 2016, 土木学会論文集A1, 72(4) (4), 884 - 894, Japanese
    [Refereed]
    Scientific journal

  • 秦 吉弥, 湊 文博, 山田 雅行, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 常田 賢一
    During a scenario earthquake with MW 9.0 along the Nankai Trough, not only strong motion but also huge tsunami is predicted in Suruga Bay area, Shizuoka Prefecture, Japan. Reliable estimation of difficult time during the earthquake in the areas is required to clarify tsunami evacuation. In this study, accuracy of the method to estimate difficult time for tsunami evacuation was investigated quantitatively at permanent station sites for strong motion observation with very high density in the focal area. The results indicates that the methods based on temporary earthquake observation or microtremor measurement in tsunami attack area lead to reliable estimation of difficult times for evacuation.
    Japan Society of Civil Engineers, Mar. 2016, 構造工学論文集A, 62A, 259 - 272, Japanese
    Scientific journal

  • 加藤 蒼二, KUWATA YASUKO
    Dec. 2015, 日本地震工学会論文集, 15(7) (7), 407 - 415, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 伊佐政晃, KUWATA YASUKO
    Local government and other private companies have installed motion networks consisting of a large number of seismometers since the 1995 Kobe earthquake, for the purpose of obtaining information on seismic motion in real time and predicting damage immediately after the earthquake. By the way, some of the damage estimation system adapts instrumental seismic intensity calculated from the observed motion. The observation station at which the motion predominant in short-period is frequently observed causes high seismic intensity in the calculation and overestimation of damage. This study focuses on the observation stations in Hyogo Prefecture and attempts selecting the observation station which frequently records high acceleration in the short-period using earthquake records of recent small or moderate earthquakes and comparing differences between the observed value and the value estimated from attenuation relation.
    Japan Society of Civil Engineers, Apr. 2015, 土木学会論文集A1, 71(4) (4), 308 - 316, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 湊 文博, 秦 吉弥, 山田 雅行, 常田 賢一, KUWATA YASUKO, 魚谷真基
    During a scenario earthquake with MW9.0 along the Nankai Trough, not only strong motion but also huge tsunami is predicted in Kushimoto Town, Wakayama Prefecture, Japan. In this study, first, based on the empirical relationship between microtremor H/V spectrum and site amplification factor, the site amplification factors from seismic bedrock to ground surface at the 525 sites in the tsunami attack area were evaluated. Seismic waveforms in the area were then predicted with very high density based on the SMGA models considering the empirical site amplification factors. Using the detailed distribution of several indices due to the predicted seismic waveforms, finally, we discussed the influence which the action of the strong motion has on tsunami evacuation.
    Japan Society of Civil Engineers, Apr. 2015, 土木学会論文集A1, 71(4) (4), 123 - 135, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 秦 吉弥, 湊 文博, 常田 賢一, 小山 真紀, KUWATA YASUKO, 山田 雅行
    Apr. 2015, 土木学会論文集B3, 71(2) (2), 671 - 676, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 宮本 勝利, 佐藤 清, 小西 康彦, 飛田 哲男, KUWATA YASUKO, 砂坂 善雄, 松橋 学, 高橋 達, 日置 潤一
    Occurrence of liquefaction in the wide range of Kanto plain has been reported after the great Tohoku earthquake. Tremendous damage associated with the liquefaction includes damage on residential houses, roads, and water and sewage systems. As professional engineers and researchers who design and construct water treatment and sewage plants and pipelines, and study geotechnical site conditions, the authors conducted investigation through interviewing with the responsible personnels in Chiba Prefecture, Urayasu city, Itako city, Wanigawa water treatment plant, and Amagasaki city which suffered severe damage at the 1995 Hyogoken-Nanbu earthquake. Based on the hearing investigation, analyses are made on characteristics of those damages due to liquefaction and local site conditions and some measures for mitigation are introduced.
    Japan Society of Civil Engineers, Apr. 2015, 土木学会論文集A1, 71(4) (4), 983 - 994, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • KUWATA YASUKO, Daisuke Ikejiri
    The 2011 Tohoku, Japan earthquake caused extensive liquefaction to the coastal area of the Tokyo Bay and to the lower banks of the Tone River in North Kanto region. Since underground water pipeline is pulled out at the joint part due to the liquefied ground deformation, the number of pipeline damage would be an indicator of the liquefaction severity. Referring to the analysis of pipeline analysis in the Kashima region along the lower banks of the Tone River, the pipeline damage was not homogeneously distributed but concentrated locally in the size of 1 km2. This study analyzes this concentration area from the landform and land use change. The damage concentration area was able to be clarified by using the old topographical maps compiled in 1880's though it was difficult to specify it by present topographical maps.
    JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING, Dec. 2014, Journal of Japan Association of Earthquake Engineering, 14(6) (6), 21 - 35, English
    [Refereed]
    Scientific journal

  • 2003年淡路島付近の地震による観測記録を利用した1995年兵庫県南部地震における仁川地すべり地での地震動の推定
    秦 吉弥, KUWATA YASUKO, 王 功輝, 釜井 俊孝
    Dec. 2014, 地盤と建設, 32(1) (1), 13 - 20, Japanese
    Scientific journal

  • 中西 陽一, KUWATA YASUKO, 直田 梓, 米山 望
    Jul. 2014, 土木学会論文集A1, 70(4) (4), I_71 - I_79, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • Hiroyuki Goto, Yoshiya Hata, Yasuko Kuwata, Hidekazu Yamamoto, Hitoshi Morikawa, Shunichi Kataoka
    The 2011 off the Pacific coast of Tohoku earthquake brought severe damage caused not only by the tsunami but also by the ground motions. The present manuscript summarizes the source mechanism/process and the characteristics of ground motions around eastern Japan during the earthquake. For the last two years after the earthquake, many researchers have devoted their efforts to analyzing and discussing the source and ground motions. New findings from some recent works are also cited. We, furthermore, introduce characteristics of ground motions at some typical damaged sites, where no records of ground motions were obtained during the main shock, using time histories of after shocks.
    Japan Society for Civil Engineers, Nov. 2013, Journal of Japan Society for Civil Engineers, 1(1) (1), 329 - 342, English
    [Refereed][Invited]
    Scientific journal

  • NAOTA AZUSA, YONEYAMA NOZOMU, KUWATA YASUKO
    When the 2011 off the Pacific Coast of Tohoku Earthquake occurred, an associated tsunami struck the coastal area and a number of river structures were damaged. Two spans out of three of the Yanoura water-pipe bridge (Kamaishi city, Iwate Prefecture) were washed away by the tsunami. For prevention of important infrastructures such as water-pipe bridges, it is nessesary to reinforce them against tsunami. Therefore, detailed examination of tsunami attack on the Yanoura water-pipe is important. In this study, a vertical two-dimensional numerical simulation was applied to two longitudinal river profiles, focusing on the effect of the distance between the water-pipe and Yanoura road way bridge which is located just downstream of the water-pipe bridge. The results obtained in each case are compared in regard to horizontal forces, vertical forces and torque. According to the comparison, the effect of these forces upon the damage of water-pipe is discussed. As a result, it is suggested that an especially large torque contributed most considerably to the damage causing the water-pipe to be washed away. For verification of the results from 2D analysis, three-dimensional numerical simulation was also conducted. It is concluded that 2D analysis is sufficient to estimate the wave forces in each case.
    土木学会, Aug. 2013, 土木学会論文集 B3, 69(2) (2), 353 - 358, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 地震動の多点入力による水管橋被害の解析的検討
    KAMINAKA RYO, KUWATA YASUKO, TAKEDA SYUHEI
    土木学会, Jul. 2013, 第16回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集, 1 - 6, Japanese
    [Refereed]
    Symposium

  • 東北地方太平洋沖地震における那珂川水管橋の被害メカニズム
    KAMINAKA RYO, KUWATA YASUKO, TAKEDA SYUHEI
    土木学会, Jun. 2013, 土木学会論文集 A1, 69(4) (4), 171 - 181, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 東北地方太平洋沖地震における宮城県北西部の管路被害の特徴
    KUWATA YASUKO, OHNO AKIHIRO
    土木学会, Jun. 2013, 土木学会論文集 A1, 69(4) (4), 734 - 741, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 建物被害に適合した震度の東北地方太平洋沖地震への適用
    OKAMOTO ATSUOKI, KUWATA YASUKO
    地域安全学会, Mar. 2013, 地域安全学会論文集, Japanese
    [Refereed]
    Scientific journal

  • 東日本大震災における岩手県の応急給水に関する実態調査
    OHNISHI YOJI, KUWATA YASUKO
    土木学会地震工学委員会, Dec. 2012, 土木学会第4回相互連関を考慮したライフライン減災対策に関するシンポジウム講演集, 30 - 35, Japanese
    Symposium

  • 兵庫県南部地震における地震外力指標とライフライン被害との関係
    KUWATA YASUKO, WATANABE TATSUMASA
    建設工学研究所, Nov. 2012, 建設工学研究所論文報告集, (54) (54), 55 - 66, Japanese
    [Refereed]
    Research institution

  • KUWATA YASUKO, IKEJIRI DAISUKE
    The 2011 Tohoku, Japan earthquake caused extensive liquefaction to the coastal area of the Tokyo Bay and to the lower banks of the Tone River in North Kanto region. Since underground water pipeline is pulled out at the joint part due to the liquefied ground deformation, the number of pipeline damage would be an indicator of the liquefaction severity. Referring to the analysis of pipeline analysis in the Kashima region along the lower banks of the Tone River, the pipeline damage was not homogeneously distributed but concentrated locally in the size of 1 km2. This study analyzes this concentration area from the landform and land use change. The damage concentration area was able to be clarified by using the old topographical maps compiled in 1880's though it was difficult to specify it by present topographical maps.
    日本地震工学会, Sep. 2012, 日本地震工学会論文集, 12(4) (4), 249 - 262, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • HATA YOSHIYA, NOZU ATSUSHI, KUWATA YASUKO
    During the 2011 off the Pacific coast of Tohoku Earthquake, Naka-River Aqueduct, Ibaraki Prefecture, Japan, suffered significant damage including pipe dropout in expansion joints. In this study, to estimate strong ground motions at the damage site with high accuracy, aftershock observations with a dense array were conducted at the site. Based on the observation records, difference of site effects between the landside area and the riverside area was indicated. The estimated seismic waveforms at permanent strong motion stations with the site-effect substitution method are very consistent with the observed ones, indicating the validity of the method. Finally, the method was used to estimate strong ground motions at the damage site.
    日本地震工学会, Sep. 2012, 日本地震工学会論文集, 12(4) (4), 374 - 393, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 東北地方太平洋沖地震における断水長期化要因の解明
    KUWATA YASUKO, OKAMOTO TASUKU
    地域安全学会, Jul. 2012, 地域安全学会論文集, (17) (17), 83 - 91, Japanese
    [Refereed]
    Scientific journal

  • 北海道浦河町の泥炭地盤震動特性と管路被害
    WATANABE TATSUMASA, KUWATA YASUKO, GOTO HIROYUKI
    土木学会, Apr. 2012, 土木学会論文集A1, 68(4) (4), 224 - 252, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 広域災害時の応急給水能力に関する一考察 ―東日本大震災の事例―
    OHNISHI YOJI, KUWATA YASUKO
    土木学会, Apr. 2012, 土木学会論文集A1, 68(4) (4), 930 - 939, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • トポロジカルインデックスによる水道システム統合の位相強度への影響評価
    OKAMOTO TASUKU, KUWATA YASUKO
    土木学会, Apr. 2012, 土木学会論文集A1, 68(4) (4), 940 - 951, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • インドネシア・バンダアチェにおける震災復興前後の住民の水道利用分析
    KUWATA YASUKO, NAGASAWA MASAHARU
    土木学会, Apr. 2012, 土木学会論文集A1, 68(4) (4), 920 - 929, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • 2011年東北地方太平洋沖地震における古川ガス本震記録の推定
    GOTO HIROYUKI, MORIKAWA HITOSHI, KUWATA YASUKO
    土木学会, Apr. 2012, 土木学会論文集A1, 68(4) (4), 111 - 118, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • Hamid Saffari, Yasuko Kuwata, Shiro Takada, Abbas Mahdavian
    We have developed updated attenuation relations for peak ground acceleration (PGA), peak ground velocity (PGV), and acceleration response spectra with 5% damping on the basis of the data (78 earthquakes and 351 records) pertaining to strong ground motion in Iran. Moment magnitude, distance, fault mechanism, site class, and zone were the model parameters considered. A term for the saturation of the acceleration amplitude was also used in the model in order to improve the estimations in near-source regions. A nonlinear regression analysis was performed to obtain the coefficients. A comparison between the data set used in the current study for Iran and two next generation attenuation (NGA) models showed good correlation between our model and the Campbell-Bozorgnia NGA model. The model described is applicable for moment magnitudes from 5.0 to 7.3, distances from 15 to 135 km, and site classes with an average shear-wave velocity at a subsurface depth of 30 m (AVS30) of more than 175 m/s. [DOI:10.1193/1.3673622]
    EARTHQUAKE ENGINEERING RESEARCH INST, Feb. 2012, EARTHQUAKE SPECTRA, 28(1) (1), 257 - 276, English
    [Refereed]
    Scientific journal

  • 地震動による地盤と構造物の被害
    Hiroyuki GOTO, Yoshikazu TAKAHASHI, Yasuko KUWATA, Akihiro TAKAHASHI, Hitoshi MORIKAWA
    東日本大震災速報
    日本自然災害学会, Nov. 2011, 自然災害科学, Vol.30, No.1, pp.49-53(1) (1), 49 - 53, Japanese
    [Refereed]
    Scientific journal

  • 地域防災力に潜在する全国市町村の地域特性
    Yasuko KUWATA, Jun TAKECHI, Yutaka OHTA
    Regional charachteristics of municipality, such as natural and societal environments, strongly affect earthquake disaster pattern. Present study focuses on them and attempts to clearfy the latent regional characteristics in earthquake resistance and response capacity indexes. Through the factor analysis, the combination of a few strong effective indexes can identify coherent distribution of municipality with similar regional characteristcs. This result is useful to imagin the disaster pattern with lessons of earthquake-experienced municipality having similar reginal characterictics and to develop the disaster planning and countermesures with diversity of regionality.
    地域安全学会, Nov. 2011, 地域安全学会論文集, No.15, pp.445-45(15) (15), 445 - 451, Japanese
    [Refereed]
    Scientific journal
    Link to Kobe Univ. Repository (Kernel)

  • Yasuko KUWATA, Sakae SAITO
    This paper attempts to measure the time available to escape during an earthquake. Because human behavior during a quake has been studied in terms of seismic intensity on the Japan Meteorological Agency (JMA) scale, we used instantaneous instrumental seismic intensity, which can evaluate a sequence of seismic ground motion by the seismic intensity. The available escape time was analyzed using records from different earthquake types and quantified by source distance, magnitude, and earthquake type.
    JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING, Nov. 2011, Journal of Japan Association for Earthquake Engineering, Vol.10, No.5, pp.52-65(5) (5), 52 - 65, Japanese
    [Refereed]
    Scientific journal

  • Development of Conventional Seismic Diagnosis Chart of Firefighting Underground Pipeline
    Yasuko KUWATA, Shiro TAKADA, Syuichi YAMASAKI
    Firefighting water pipeline requires seismic safety performance and serviceability after an earthquake. However their periodical maintenance is difficult due to underground installation. This study proposes conventional seismic diagnous chart of the underground pipeline in order to check their seismic safety performance easily. The pipeline network is composed of deformed pipes such as bend, Tee, and several types of fitting as well as straight pipes, and their seismic performance depends on the shape of pipeline. This study analyzes the seismic behavior of pipeline network with comparison of the straight pipelines in terms of the displacements of jointed parts quantitatively. Response due to different types of pipe and other factors is considered as modification coefficient in the chat.
    地域安全学会, Nov. 2010, 地域安全学会論文集, No.13, pp.257-282(13) (13), 275 - 282, Japanese
    [Refereed]
    Scientific journal

  • Shiro Takada, Yasuko Kuwata, Arun Pinta
    The Indian Ocean earthquake and tsunami occurred in December 2004 caused destructive damage to Phang Nga Province, Thailand. We carried out two times of interview surveys about 1 and 3 years after the event to administrative bodies and lifeline companies for getting the information on lifeline damage, restoration and reconstruction situation, and summarized the basic concept of reconstruction plan of tsunami suffered towns considering lifeline restoration. On the other hand, as for the comparison of reconstruction problems, the lifelines recovery is reviewed at Aonae district in Okushiri Island after the 1993 Hokkaido-Nansei-oki earthquake. As the result, the difference of the process of reconstruction of town and lifelines has been revealed and the importance of preparing of the reconstruction plan before the event under the consideration of a long-term city planning is pointed out.
    WORLD SCIENTIFIC PUBL CO PTE LTD, Jun. 2010, JOURNAL OF EARTHQUAKE AND TSUNAMI, 4(2) (2), 83 - 93, English
    [Refereed]
    Scientific journal

  • Yasuko Kuwata, Shiro Takada
    This paper proposes a method to evaluate functionality of a business after a tsunami disaster. This method has several modules such as damage estimation of business base (building, equipments, and lifeline) caused by tsunami hazard, restoration ratio-to-time model for business base, and the functionality of the business introduced by facility restoration and its influence to the business. As a case study, the tsunami impact to industries and its subsequent restoration process were studied based on an interview survey in southern Sri Lanka after the 2004 Indian Ocean earthquake and tsunami, and the survey results were applied to the proposed model. Results of application showed that buildings and equipments were slowly restored when they were extensively damaged or flooded. Further, the business restoration depends more heavily on the business facilities restoration than the lifeline restoration, when the business facilities are flooded with tsunami inundation higher than 1m.
    WORLD SCIENTIFIC PUBL CO PTE LTD, Jun. 2010, JOURNAL OF EARTHQUAKE AND TSUNAMI, 4(2) (2), 73 - 81, English
    [Refereed]
    Scientific journal

  • Yasuko Kuwata, Shiro Takada, Yuki Tanaka, Hiroaki Miyazaki, Yoshimitsu Komatsu
    Damage estimation relationships have been proposed based on seismic ground motions and pipeline damage records from past earthquakes as a technique for understanding damage in future seismic hazards. This kind of relationship is formulated by correcting the standard damage relationship shown by the amount of damage from seismic ground motion with coefficients such as pipe materials and ground conditions. However, the existing relationship is based on the actual earthquake data, and has not yet been verified by numerical analysis. In addition, there is little data on pipeline damage by high-level seismic ground motion from the 1995 Kobe earthquake, and we cannot compare those in the other earthquakes. Therefore, this study was conducted to analyse the damage tendency by using the seismic response analysis of a pipeline under high-level ground motion with the aid of the discrete element method (DEM), which can express slipping out and breaking of the pipeline joint. The damage tendency to the pipeline was evaluated relatively by giving the characteristic of the pipe material and joint. © IWA Publishing 2010.
    2010, Journal of Water Supply: Research and Technology - AQUA, 59(6-7) (6-7), 400 - 407, English
    [Refereed]
    Scientific journal

  • Yasuko Kuwata, Shiro Takada, Yuki Tanaka, Hiroaki Miyazaki, Yoshimitsu Komatsu
    Damage estimation relationships have been proposed based on seismic ground motions and pipeline damage records from past earthquakes as a technique for understanding damage in future seismic hazards. This kind of relationship is formulated by correcting the standard damage relationship shown by the amount of damage from seismic ground motion with coefficients such as pipe materials and ground conditions. However, the existing relationship is based on the actual earthquake data, and has not yet been verified by numerical analysis. In addition, there is little data on pipeline damage by high-level seismic ground motion from the 1995 Kobe earthquake, and we cannot compare those in the other earthquakes. Therefore, this study was conducted to analyse the damage tendency by using the seismic response analysis of a pipeline under high-level ground motion with the aid of the discrete element method (DEM), which can express slipping out and breaking of the pipeline joint. The damage tendency to the pipeline was evaluated relatively by giving the characteristic of the pipe material and joint.
    IWA PUBLISHING, 2010, JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 59(6-7) (6-7), 400 - 407, English
    [Refereed]
    Scientific journal

  • 地表断層近傍の表面波探査による地盤構造 －中国汶川地震の事例－
    Yasuko Kuwata, Sakae Saito, Jun Takechi, Takao Miyata, Jingpeng Hong, Xiaofang Fu, Liwei Hou
    建設工学研究所, Nov. 2009, 建設工学研究所論文報告集, 第51号, pp.117-130(51) (51), 117 - 130, Japanese
    [Refereed]
    Scientific journal

  • 地震時工業用水道供給停止による受水企業への波及
    Jun Takechi, Yasuko Kuwata
    This paper addresses the effects to industrial companies due to interruption of industrial water supply during the 1995 Kobe earthquake. Needs of industrial water are classified by the types of the business resiliency of companies analyzing the damage of company facilities, lifeline interruption and their response. The amount of water outage and cost due to the business interruption are evaluated by the type of business resiliency. Oil insdusties were serious for industrial water outage. Moreover, the effects by the recovery strategy of the industrial water suppy at the earthquake are also evaluated in terms of the amount of water outage, days of business interruption and cost.
    地域安全学会, Nov. 2009, 地域安全学会論文集, No.7, pp.267-274.(11) (11), 267 - 274, Japanese
    [Refereed]
    Scientific journal

  • Yasuko Kuwata, Hirokazu Yasui
    Water supply is vital for our life after an earthquake. Prompt staff mobilization and allocation of human resources are expected for sustainable water supply. This study purposes a model to evaluate staff mobilization of water supply departments based on the results of questionnaire survey on the staff mobilization of Osaka City Waterworks Bureau during the 1995 Kobe earthquake. In this model, the time from event to office arrival and the potenstial that a staff can come to office are calculated. This model can also evaluate the time delay under transportation disruption. Simulation of staff mobilization can estimate staff availability for emergency waterworks in terms of number and response time.
    Japan Society of Civil Engineers, Oct. 2009, 土木学会地震工学論文集, 第30巻, pp.536-543(1) (1), 536 - 543, Japanese
    [Refereed]
    Scientific journal

  • 文化財地区の消火用水道管路の耐震性評価
    Yasuko Kuwata, Syuichi Yamasaki, Shiro Takada, Kenzo Toki, Yoshio Sunasaka
    Jun. 2009, 歴史都市防災論文集, Vol.3, pp.129-134, Japanese
    [Refereed]
    Scientific journal

  • Y. Kuwata, H. Yasui
    Water supply is vital for our life especially after an earthquake. In the water supply departments in large cities in Japan, more than 1,000 employees commute for 1 hour on average using several means of transportation. If an earthquake or other event occurs in the middle of the night or early in the morning, staff mobilization would be delayed due to the malfunction of public transportation systems and staff personal issues. This study purposes a model to evaluate staff mobilization for water supply departments based on the results of the questionnaire survey in Osaka City during 1995 Kobe earthquake. It also discusses one phenomenon about inter- dependence of water supply and transportation systems. Simulation of staff mobilization can estimate staff availability for emergency waterworks in terms of number and response time. © 2009 ASCE.
    2009, TCLEE 2009: Lifeline Earthquake Engineering in a Multihazard Environment, 357, 117, English
    [Refereed]
    International conference proceedings

  • 写真測量による街区建物群の地震被災度調査・診断方法の開発
    Yasuko Kuwata, Yasuhiro Shibata, Shiro Takada
    Earthquake damage survey and diagnosis for building shall be done as soon as possible after the occurrence of earthquakes. However, current survey method takes long time. For example a survey team can judge damage about 15 houses a day on average. This study proposes a new survey and diagnosis method by measuring the coordination of several markers of damage building in the area of town block, and evaluating by the tilt angle of the building by the use of digital photogrammetry, which ensures the survey in accurate and prompt ways. The tilt angle of each building in the town blocks can provide effective information for disaster emergency response.
    地域安全学会, Nov. 2008, 地域安全学会論文集, No.6, pp.297-304(10) (10), 401 - 408, Japanese
    [Refereed]
    Scientific journal

  • 地震時建設事業継続のための意思決定プロセスと事前対策の効用
    鍬田 泰子, 高田 至郎, 安井 裕一
    Aug. 2007, 土木学会地震工学論文集, 第29巻, pp.738-747, Japanese
    [Refereed]
    Scientific journal

  • Seismic risk assessment of lifeline considering hospital
    Yasuko Kuwata, Shiro Takada
    Jun. 2007, Asian Journal of Civil Engineering (Building and Housing), Vol.8, No.3, pp.315-328, English
    [Refereed]
    Scientific journal

  • 消防専用水道システムの導入手法構築と適用事例
    高田 至郎, 鍬田 泰子, 勤息 義弘
    May 2007, 日本地震工学会論文集, 第7巻, 第3号, pp.13-26, Japanese
    [Refereed]
    Scientific journal

  • 消防専用水道システムの導入効果算定法
    高田 至郎, 鍬田 泰子, 勤息 義弘
    May 2007, 日本地震工学会論文集, 第7巻, 第3号, pp.27-39, Japanese
    [Refereed]
    Scientific journal

  • DEM response analysis of buried pipeline crossing faults and proposal for a simplified method to estimate allowable fault displacements
    Yasuko Kuwata, Shiro Takada, Radan Ivanov
    Feb. 2007, Journal of Seismology and Earthquake Engineering, Vol. 8,No. 4,pp.39-49
    [Refereed]
    Scientific journal

  • S. Takada, Y. Kuwata
    This paper investigates the effects of the lifeline malfunction on the loss of human lives during the 1995 Kobe earthquakes. Firstly those effects were reviewed for firefighting and hospital waters relating to water supply lifelines. Those lives which might have been saved if the water lifelines had worked shortly after the earthquake are analyzed based on the records of firefighting operation and have been counted as approximately 32 to 45 people. Next, an exclusive water supply system for firefighting introduced into fire fragile areas after the earthquakes is designed giving basic procedures based on cost-effectiveness.
    2007, WIT Transactions on the Built Environment, 93, 319 - 327, English
    [Refereed]
    International conference proceedings

  • S. Takada, Y. Kuwata
    This paper investigates the effects of the lifeline malfunction on the loss of human lives during the 1995 Kobe earthquakes. Firstly those effects were reviewed for firefighting and hospital waters relating to water supply lifelines. Those lives which might have been saved if the water lifelines had worked shortly after the earthquake are analyzed based on the records of firefighting operation and have been counted as approximately 32 to 45 people. Next, an exclusive water supply system for firefighting introduced into fire fragile areas after the earthquakes is designed giving basic procedures based on cost-effectiveness.
    WIT PRESS/COMPUTATIONAL MECHANICS PUBLICATIONS, 2007, EARTHQUAKE RESISTANT ENGINEERING STRUCTURES VI, 93, 319 - +, English
    [Refereed]
    International conference proceedings

  • 投資効果を考慮した下水道コンクリート管路の最適更生時期および工法決定法
    高田 至郎, 市原 大助, 鍬田 泰子
    Apr. 2006, 土木学会論文集A, Vol.62,No.2,pp215-224, Japanese
    [Refereed]
    Scientific journal

  • 救命ライフラインとしての病院内外システムに対する脆弱管路更新評価法
    鍬田 泰子, 中尾 真紀, 高田 至郎
    Apr. 2006, 土木学会論文集A, Vol.62,No.2,pp233-242, Japanese
    [Refereed]
    Scientific journal

  • Seismic Damage Prediction of Buried Pipeline by KDD Method
    M.B. Javanbarg, S. Takada, Y. Kuwata
    Apr. 2006, Journal of Seismology and Earthquake Engineering, Spring, 2006, vol.8, No.1, pp.39-49, English
    [Refereed]
    Scientific journal

  • 橋梁構造形式と桁上走行自動車の地震時事故率に関する解析的研究
    高田 至郎, 山本 聡, 鍬田 泰子
    土木学会, Jan. 2006, 土木学会論文集, No.808/I-74,pp.127-136(808) (808), 127 - 136, Japanese
    [Refereed]
    Scientific journal

  • 斜面地形による水道管路被害への影響評価～2004年新潟県中越地震の管路被害分析～
    鍬田 泰子, 高田 至郎, 勤息 義弘, Javanbarg Mohammad Bagher
    Nov. 2005, 日本地震工学会論文集, 第5巻,第4号,pp-1-14, Japanese
    [Refereed]
    Scientific journal

  • アンケート加速度係数とテレビ挙動解析を用いた最大加速度推定方法の提案
    新谷 正樹, 鍬田 泰子, 高田 至郎
    Aug. 2005, 土木学会地震工学論文集, 第28巻,Paper No.70, Japanese
    [Refereed]
    Scientific journal

  • KDD法による地中管路の地震被害予測法と精度検証
    高田 至郎, 原山 絵巳子, 鍬田 泰子
    Aug. 2005, 土木学会地震工学論文集, 第28巻,Paper No.79, Japanese
    [Refereed]
    Scientific journal

  • 火災延焼による人的被害波及と水道消火栓機能
    高田 至郎, 勤息 義弘, 鍬田 泰子
    May 2005, 日本地震工学会論文集, 5巻,2号,pp.1-14(2) (2), 1 - 15, Japanese
    [Refereed]
    Scientific journal

  • DAMAGE AND RESTORATION OF LIFELINES DURING THE BAM,IRAN,EARTHQUAKE
    Shiro Takada, Yasuko Kuwata, Bastami Morteza
    Apr. 2005, JSCE/JAEE Reconnaissance Report on the ''The December 26,2003 Bam Earthquake,Iran, pp.81-91, English
    [Refereed]
    Scientific journal

  • 斜面地形による水道管路被害への影響評価, -20Q4年新潟県中越地震の管路被害分析-
    鍬田泰子
    2005, 日本地震工学会論文集, 5(4) (4), 1 - 14

  • 二層構造管の荷重分担評価と設計手法の提案
    高田 至郎, 市原 大助, 鍬田 泰子
    2005, 構造工学論文集, Vol.51A,1579-1588, Japanese
    [Refereed]
    Scientific journal

  • 断層を横断する硬質塩化ビニル管路とダクタイル管路の許容断層変異簡易推定式の提案
    鍬田 泰子, 森田 典和, 岡本 大寿, 高田 至郎
    2005, 構造工学論文集, Vol.51A,1597-1604, Japanese
    [Refereed]
    Scientific journal

  • 下水道管路横断面設計と局面せん断力の影響評価
    高田 至郎, 上田 智宏, 鍬田 泰子, 岡田 健二
    2005, 構造工学論文集, Vol.51A,1589-1596, Japanese
    [Refereed]
    Scientific journal

  • Effective emergency transportation for saving human lives
    Y Kuwata, S Takada
    To save lives immediately after a catastrophic earthquake occurs, it is essential for an urban transportation system to retain its functional performance in order to carry injured people to hospitals. Recent seismic assessment studies have mostly been based on cost-benefit analyses, carried out in monetary terms that are reasonable for long-term considerations. However, many problems of seismic risk management still remain. For example, attributing a monetary value to a human life is considered impossible. Also, requirements for functioning of a transportation system are different in the period immediately after an earthquake. This paper concentrates on how to assess the importance of an urban transportation system as it relates to saving human life, and what system enhancements should be made to improve performance. This paper proposes a risk assessment method for the functional reliability of a transportation system immediately after an earthquake. In that period, system malfunction adversely affects the saving of lives as a result of time delays when moving injured people to medical facilities. A system dynamics simulation of transporting injured people is incorporated in the method, which uses two assessment approaches to evaluate the differences of cumulative injured people who receive medical care. In deciding on the destination of medical facility in the simulation, two ways of deciding are addressed; one uses information only on the road network, and the other uses information on both road network and hospital availability. Results of an application to an actual target area show the most vulnerable road links and differences of the two decision-making processes. A way to mitigate the loss due to damage to road links is examined. The paper also summarizes future developments in advanced information technology for emergency transportation systems.
    KLUWER ACADEMIC PUBL, Sep. 2004, NATURAL HAZARDS, 33(1) (1), 23 - 46, English
    [Refereed]
    Scientific journal

  • 地震発生後の救助要請に関わる情報伝達プロセス
    鍬田 泰子, 本多 寿, 高田 至郎
    The present paper addresses the communication process of rescue-related requests from residents to disaster-related organizations in order to enhance the efficiency of search and rescue activities shortly after an earthquake. On the background of promptly developing information technologies, even mobile phone has taken traffic jam of communication system during recent earthquakes. We forcus on rescue-related {information from residents and analyze the emergency call and walk-in requests, which residents came to the disaster-related organization with presence and ask for rescue, based on records during the earthquake in Kobe, Japan. Characteristics of these process from residents are obtained.
    地域安全学会, 2004, 地域安全学会論文集, №6,2004,297-304(6) (6), 297 - 304, Japanese
    [Refereed]
    Scientific journal

  • 斜面地形の住家被害と地震動特性～平成12年芸予地震における呉市の場合～
    高田 至郎, 鍬田 泰子, 上野 純一
    2004, 日本地震工学論文集, 第3巻第2号1-12, Japanese
    [Refereed]
    Scientific journal

  • Building damage and human casualties during the Bam,Iran earthquake
    KUWATA Yasuko, TAKADA Shiro, Morteza Bastami
    Kobe University, 2004, Asian Journal of Civil Engineering(Building and housing), Vol.6,Nos.1-2,1-19, 223 - 232, English
    [Refereed]
    Scientific journal

  • EVALUATION FOR FUNCTION OF EMERGENCY TRANSPORTATION
    KUWATA Yasuko, TAKADA Shiro
    土木学会, Apr. 2003, 土木学会論文集 = Proceedings of JSCE, (731) (731), 185 - 193, Japanese

  • Instantaneous Instrumental Seismic Intensity and Evacuation
    KUWATA Yasuko, TAKADA Shiro
    Jun. 2002, Journal of natural disaster science, 24(1) (1), 35 - 42, English

■ MISC
  • 水道の地震災害対策のこれまでの30 年とこれから
    鍬田泰子
    Lead, Mar. 2025, ２１世紀ひょうご, 38, 24 - 38, Japanese
    [Invited]
    Introduction research institution

  • 能登半島地震における地震火災 －消火栓による消防水利の観点から－
    鍬田泰子
    Lead, Jan. 2025, 危機管理レビュー, 16, 19 - 26, Japanese
    [Invited]
    Introduction research institution

  • インフラ・ライフライン防災
    鍬田泰子
    Lead, Jan. 2025, 建築雑誌, 140(1796) (1796), 30 - 31, Japanese
    [Invited]
    Introduction scientific journal

  • 能登半島地震の水道施設の被害
    鍬田泰子
    Lead, Oct. 2024, 環境技術, 53(6) (6), 41 - 45, Japanese
    [Invited]
    Introduction scientific journal

  • 令和6年能登半島地震における水道の被害状況
    西勇也, 鍬田泰子
    Jun. 2024, 配管技術研究協会誌, 64(2) (2), 6 - 12, Japanese
    [Invited]
    Introduction commerce magazine

  • Observed structural bridge damage report for the 2023 Turkey-Syria earthquake
    N. Mohammadi, Y. Kuwata, E. Akyol
    Mar. 2024, 神戸大学都市安全研究センター研究報告, 28, 82 - 98, English
    Report research institution

  • 令和6年能登半島地震における水道施設の被害
    鍬田泰子, 西勇也
    Last, Mar. 2024, 神戸大学都市安全研究センター研究報告, 28, 64 - 81, Japanese
    Report research institution

  • -
    鍬田 泰子
    Lead, Oct. 2021, Bulletin of JAEE, (44) (44), 24 - 27, Japanese
    [Invited]
    Report scientific journal

  • 2016年熊本地震・益城町地域での表面波探査と被災メカニズムの検討
    髙田至郎, 鍬田泰子, 武田康夫, 東俊司, 田口由明, 北川英二
    Nov. 2019, 建設工学研究所論文報告集, (61) (61), 131 - 140, Japanese
    [Refereed]

  • 熊本地震における益城町の地表地震断層の地盤構造探査
    KUWATA YASUKO, 高田至郎
    Nov. 2018, 建設工学研究所論文報告集, (60) (60), 19 - 28, Japanese
    [Refereed]

  • 防災の視点から見たリスボンの都市再生計画
    KUWATA YASUKO
    （公財）ひょうご震災記念21世紀研究機構研究調査本部, Mar. 2015, リスボン地震とその文明史的意義の考察 調査研究報告書, 2章21 - 31, Japanese

  • 高松市における常時微動観測を用いた地盤震動特性の評価
    KATO SO, KUWATA YASUKO
    建設工学研究所, Nov. 2013, 建設工学研究所論文報告集, 55(55) (55), 63 - 74, Japanese
    [Refereed]

  • 微動観測による水戸市那珂川水管橋の振動特性
    KAMINAKA RYO, KUWATA YASUKO
    建設工学研究所, Nov. 2012, 建設工学研究所論文報告集, (54) (54), 111 - 122, Japanese
    [Refereed]

  • 東北地方太平洋沖地震における1-2秒計測震度と建物被害との関係
    OKAMOTO ATSUOKI, KUWATA YASUKO
    建設工学研究所, Nov. 2012, 建設工学研究所論文報告集, (54) (54), 99 - 110, Japanese
    [Refereed]

  • 東日本大震災における水道被害と復旧支援に関する考察～神戸大学と近隣水道事業体の連携研究～
    MATSUSHITA MAKOTO, KUWATA YASUKO, FUJITA ICHIRO
    建設工学研究所, Nov. 2012, 建設工学研究所論文報告集, (54) (54), 89 - 98, Japanese
    [Refereed]

  • 合理的な下水道複合間耐震設計手法のための研究
    KUWATA YASUKO, ESUMI YUKI
    建設工学研究所, Nov. 2012, 建設工学研究所論文報告集, (54) (54), 43 - 54, Japanese
    [Refereed]

  • 2011年東北地方太平洋沖地震・津波による下水処理施設の被災・復旧プロセスの類型化分析
    KUWATA YASUKO, SHIBATA HIROSHI
    神戸大学都市安全研究センター, Mar. 2012, 神戸大学都市安全研究センター研究報告, (16) (16), 197 - 220, Japanese

  • 2011年東北地方太平洋沖地震による宮城県北西部の水道管路の被害と復旧
    KUWATA YASUKO, OHNO AKIHIRO
    神戸大学都市安全研究センター, Mar. 2012, 神戸大学都市安全研究センター研究報告, (16) (16), 221 - 238, Japanese

  • KUWATA YASUKO, IKEJIRI DAISUKE, KAMINAKA RYO, MIURA MINAMI, KIM BYEONGSU, SHIBUYA SATORU
    神戸大学都市安全研究センター, Mar. 2012, 神戸大学都市安全研究センター研究報告, (16) (16), 365 - 378, Japanese

  • 1755年リスボン地震からの都市再建
    Yasuko KUWATA
    Jan. 2012, 建築雑誌, Vol.127,No.1626, Japanese
    Introduction scientific journal

  • 北海道浦河町の泥炭地盤における震動特性と過去の管路被害との関係
    Yasuko KUWATA, Tatsumasa WATANABE, Yuya NISHI, Nobuo Takai
    建設工学研究所, Nov. 2011, 建設工学研究所論文報告集, 第53号, pp.113-127(53) (53), 113 - 127, Japanese
    [Refereed]

  • トポロジカルインデックスを援用したシステム強度指標の実水道網への適用
    Yasuko KUWATA, Tasuku OKAMOTO
    建設工学研究所, Nov. 2011, 建設工学研究所論文報告集, 第53号, pp.103-112(53) (53), 103 - 112, Japanese
    [Refereed]

  • 東日本大震災による上水道の被害と復旧の課題
    Yasuko KUWATA
    日本地震工学会, Oct. 2011, 日本地震工学会誌, 第15号,pp.41-44(15) (15), 41 - 44, Japanese
    Introduction scientific journal

  • 東日本大震災における水道システムの被害と新たな課題
    Yasuko KUWATA
    Sep. 2011, 東京工業大学都市地震工学センター，地震工学研究レポート, No.119, pp.61-66, Japanese
    Report scientific journal

  • 東濃瑞浪地区における地震後生活維持に関する実態調査分析
    Yasuko KUWATA, Jun TAKECHI, Tadataka NAKASHIMA, Yutaka OHTA
    地震予知総合研究振興会東濃地震科学研究所, Mar. 2011, 東濃地震科学研究所報告, Seq.28, pp.169-180(28) (28), 169 - 180, Japanese
    Report scientific journal

  • Hazard-Consistent Magnitude and Distance in Iran
    Saffari Hamid, Kuwata Yasuko, Takada Shiro
    神戸大学大学院工学研究科, 2011, Memoirs of the Graduate Schools of Engineering and System Informatics Kobe University, 3, 1 - 6, English
    Link to Kobe Univ. Repository (Kernel)

  • 充填材強度特性実験に基づく更生管きょの耐震性能に関する研究
    Yasuko KUWATA, Yuki ESUMI, Shiro TAKADA
    建設工学研究所, Nov. 2010, 建設工学研究所論文報告集, Vol.52, pp.83-100(52) (52), 83 - 99, Japanese
    [Refereed]

  • 2007年新潟県中越沖地震の被害とその特徴
    Kazuo KONAGAI, Iwao SUSETOMI, Sumio SAWADA, Atsuo ONOUE, Hiroshi TOYOTA, Yasuko KUWATA, Shiro TAKADA, Keiichi TAMURA, Shuji IWATA, Takao HASHIMOTO, Hirokazu IEMURA
    Nov. 2010, 2006年～2010年に発生した国内外の地震被害報告書, Japanese
    Report scientific journal

  • Longitudinal seismic performance of composite hume-pipe rehabilitated by plastic pipe
    Shiro TAKADA, Yasuko KUWATA
    日本下水道協会, Aug. 2010, Journal of Japan Sewage Works Association, Vol.47,No.574,pp.125-134(574) (574), 125 - 134, Japanese
    [Refereed]

  • 地震に引続く地域住民の「生活維持力評価法」―生活維持力の定義とモデル化－
    Yasuko Kuwata, Jun Takechi, Yutaka Ohta
    地震予知総合研究振興会東濃地震科学研究所, Mar. 2010, 東濃地震科学研究所報告, Seq. No.26, pp.165-172(26) (26), 165 - 172, Japanese

  • 地震に引続く地域住民の「生活維持力評価法」―四川地震被災者の生活維持力調査－
    Yasuko Kuwata, Jun Takechi
    地震予知総合研究振興会東濃地震科学研究所, Mar. 2010, 東濃地震科学研究所報告, Seq. No.26, pp.29-36(26) (26), 29 - 36, Japanese

  • インドネシア・パダン地震における水道施設の被害と復旧
    Yasuko Kuwata
    日本水道新聞社, Feb. 2010, 水道公論, Vol.46, No.2,pp.36-43(2) (2), 36 - 43, Japanese

  • Spectral acceleration attenuation for Iran
    Hamid Saffari, Yasuko Kuwata, Shiro Takada
    建設工学研究所, Nov. 2009, 建設工学研究所論文報告集, 第51号, pp.131-142(51) (51), 131 - 142, English
    [Refereed]

  • Yasuko Kuwata, Sakae Saito
    Kobe University, Mar. 2009, 神戸大学都市安全研究センター報告, 第13号, pp.227-242, 227 - 242, Japanese

  • 汶川地震における震源近傍の地表断層変位とライフライン被害
    Shiro Takada, Yasuko Kuwata, Junichi Ueno, Shunji Higashi, Zhongyuan Liu, Gensuke Arimura
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp199-216(50) (50), 199 - 216, Japanese

  • 複雑な地中管路網の地震応答解析
    Yasuko Kuwata, Shuichi Yamasaki
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp.125-135.(50) (50), 125 - 135, Japanese
    [Refereed]

  • 震災復興におけるライフライン再構築に関する研究
    Yasuko Kuwata, Mami Matsumoto, Shiro Takada
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp.105-124(50) (50), 105 - 124, Japanese
    [Refereed]

  • 災害時水道事業継続のための職員参集に関する調査研究
    Yasuko Kuwata, Hirokazu Yasui
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp.137-153.(50) (50), 137 - 153, Japanese
    [Refereed]

  • 岩手宮城内陸地震における上下水道施設の被害
    Yasuko Kuwata, Shingo Yamashita
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp217-206(50) (50), 217 - 226, Japanese

  • Proposal of site specific design spectra for lifelines under consideration of regional seismicity at all cities in Hyogo Prefecture
    Yasushi Takuma, Shiro Takada, Yasuko Kuwata, Hamid Safari
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp.165-182.(50) (50), 165 - 182, Japanese
    [Refereed]

  • Damage analysis of the water supply system of Kashiwazaki-City in the case of the 2007 Niigataken Chuetsu-oki earthquake
    Yasuko Kuwata, Jerome Blard, Shiro Takada
    建設工学研究所, Nov. 2008, 建設工学研究所論文報告集, 第50号, pp.155-164.(50) (50), 155 - 164, English
    [Refereed]

  • 中国四川省汶川地震からみた水道施設の地震対策のあり方
    鍬田 泰子
    日本水道新聞社, Oct. 2008, 水道公論, Vol.44, No.10,pp.36-45(10) (10), 36 - 45, Japanese
    Introduction scientific journal

  • 兵庫県南部地震における文化財の火災事例と文化財構内消火システム管路の耐震性検討
    高田 至郎, 鍬田 泰子, 山﨑 修一, ラソール コシュラバン アザル, 土岐 憲三
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp197-210, 197 - 209, Japanese

  • 能登半島地震で被災した水道基幹施設の原因分析
    鍬田 泰子, 高田 至郎
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.163-172, 163 - 172, Japanese
    [Refereed]

  • 水道事業体の地震時緊急対応と市町村合併による課題
    鍬田 泰子, 高田 至郎, 安井 裕一
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.153-162, 153 - 162, Japanese
    [Refereed]

  • 水道管路の地震被害に関わる要因分析 ～能登半島水道事業体の場合～
    鍬田 泰子, 高田 至郎, 上野 淳一, 高士 直哉
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.141-152, 141 - 152, Japanese
    [Refereed]

  • 写真測量による地震建物被災の傾斜解析
    鍬田 泰子, 高田 至郎, 柴田 安啓
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.131-140, 131 - 140, Japanese
    [Refereed]

  • 孤立集落発生要因と対応および防災課題 ～能登半島地震の場合～
    鍬田 泰子, 高田 至郎, 立花 正裕, 津田 沙織
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.119-130, 119 - 130, Japanese
    [Refereed]

  • 下水道施設のマンホール浮上と震後応急対応
    高田 至郎, 鍬田 泰子, 山下 慎吾
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.105-118., 105 - 118, Japanese
    [Refereed]

  • サイト固有の耐震設計スペクトルを求めるための確率論的および決定論的手法の研究・開発現状
    高田 至郎, 田熊 靖史, 鍬田 泰子
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.173-196, 173 - 196, Japanese

  • DEM動的解析による地中管路のフラジリティ関数推定
    高田 至郎, 鍬田 泰子, 田中 祐樹
    Kobe University, Nov. 2007, 建設工学研究所論文報告集, 第49号, pp.95-104., 95 - 104, Japanese
    [Refereed]

  • 阪神大震災の経験と伝承～関西ライフライン研究会を通じて～
    鍬田 泰子
    日本道路協会, Jul. 2007, 道路, 2007年7月号,Vol.797,pp.12-15(797) (797), 12 - 15, Japanese
    Introduction scientific journal

  • 瞬間計測震度を用いた家具の滑り・転倒に関する解析的検討
    鍬田 泰子, 柴田 安啓, 高田 至郎
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.79-94, 79 - 94, Japanese
    [Refereed]

  • 斜面流動を受けるポリエチレン管路の破断シミュレーション
    高田 至郎, 田中 祐樹, 鍬田 泰子
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.49-64, 49 - 64, Japanese
    [Refereed]

  • ジャワ島中部地震における地震特性とライフライン被害
    高田 至郎, 鍬田 泰子, 田熊 靖史, 柴田 安啓, 上野 淳一
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.181-202, 181 - 202, Japanese
    [Refereed]

  • アゼルバイジャン・バクー市における地震発生と地震動評価
    高田 至郎, 新谷 正樹, 鍬田 泰子
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.65-78, 65 - 78, Japanese
    [Refereed]

  • Seismic Vulnerability Evaluation of Water Supply Systems Considering Flow Analysis
    M.B. Javanbarg, Shiro Takada, Yasuko Kuwata
    Kobe University, Nov. 2006, 建設工学研究所論文報告集, 第48号, pp.133-144., 133 - 144, English
    [Refereed]

  • REAL METHODOLOGY TO IMPROVE POST-EARTHQUAKE RESILIENCY OF POWER SUPPLY SYSTEMS CONSIDERING ECONOMIC IMPORTANCE OF CUSTOMERS
    Morteza Bastami, Shiro Takada, Yasuko Kuwata
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.145-162, 145 - 162, English
    [Refereed]

  • ECONOMIC LOSSES BY INTERRUPTION OF POWER SUPPLY SYSTEMS FROM SEISMIC HAZARDS BY CASE STUDY OF TEHRAN POWER SUPPLY SYSTEM
    Morteza Bastami, Shiro Takada, Yasuko Kuwata
    Kobe University, Nov. 2006, 建設工学研究所論文集, 第48号、pp.163-180, 163 - 180, English
    [Refereed]

  • Takada Shiro, Kuwata Yasuko
    神戸大学都市安全研究センター, Mar. 2006, 神戸大学都市安全研究センター研究報告, 11 - 13, English

  • Strong Ground Motion and Dislocation near Active Fault
    鍬田 泰子, 高田 至郎, 上野 淳一
    Kobe University, Nov. 2005, 建設工学研究所論文集, 第47号,pp.129-141, 129 - 141, Japanese
    [Refereed]

  • GIS BASED SEISMIC DAMAGE PREDICTION OF BURIED PIPELINE BY DATA MINING METHOD
    Javanbarg Mohammad Bagher, Shiro Takada, Yasuko Kuwata
    Kobe University, Nov. 2005, 建設工学研究所論文集, 第47号,pp.143-159, 143 - 159, English
    [Refereed]

  • 高田 至郎, 鍬田 泰子, 山本 聡
    神戸大学都市安全研究センター, Mar. 2005, 神戸大学都市安全研究センター研究報告, 9, 353 - 360, Japanese

  • 高田 至郎, 鍬田 泰子, 中尾 真紀
    神戸大学都市安全研究センター, Mar. 2005, 神戸大学都市安全研究センター研究報告, 9, 377 - 390, Japanese

  • 高田 至郎, 鍬田 泰子, 勤息 義弘, 新谷 正樹
    神戸大学都市安全研究センター, Mar. 2005, 神戸大学都市安全研究センター研究報告, 9, 365 - 374, Japanese

  • Damage to Lifeline in Phuket and Phang-Nga Provinces
    高田 至郎, 鍬田 泰子, 新谷 正樹
    神戸大学都市安全研究センター工学部地震工学研究室, Mar. 2005, 神戸大学都市安全研究センター研究報告, 25 - 44, Japanese

  • Tsunami Damage and Lidar Measurements at Phuket and Phang-Nga Provinces,Thailand
    高田 至郎, 鍬田 泰子, 新谷 正樹, 田中 泰雄, 杉田 貴彦, 治部 将, 西本 宗平
    神戸大学都市安全研究センター工学部地震工学研究室, Mar. 2005, 神戸大学都市安全研究センター研究報告, 7 - 24, Japanese

  • ライフライン被害
    高田 至郎, 上野 淳一, 鍬田 泰子
    神戸大学都市安全研究センター, Mar. 2004, 神戸大学都市安全研究センター研究報告, 2003, 28 - 52, Japanese

  • Interview survey for Bam earthquake
    鍬田 泰子, 高田 至郎
    神戸大学都市安全研究センター, Mar. 2004, 神戸大学都市安全研究センター研究報告, 35 - 40, Japanese

  • Emergency Response and Human Casualties
    鍬田 泰子
    神戸大学都市安全研究センター, Mar. 2004, 神戸大学都市安全研究センター研究報告, 21 - 26, Japanese

  • ライフライン被害と復旧
    高田 至郎, Moruteza Beastami, 鍬田 泰子
    神戸大学都市安全研究センター, Mar. 2004, 神戸大学都市安全研究センター研究報告, 27 - 34, Japanese

  • 家屋・建物の被害
    高田 至郎, 鍬田 泰子
    神戸大学都市安全研究センター, Mar. 2004, 神戸大学都市安全研究センター研究報告, 17 - 20, Japanese

  • 老朽ヒューム管の耐荷力と二層構造管路の荷重分担
    高田 至郎, 市原 大助, 鍬田 泰子
    Kobe University, 2004, 建設工学研究所論文集, 第46号,205-222, 205 - 222, Japanese
    [Refereed]

  • 水道消火栓稼働不可による火災延焼と人的被害波及
    高田 至郎, 勤息 義弘, 鍬田 泰子
    Kobe University, 2004, 建設工学研究所論文集, 第46号,189-203, 189 - 203, Japanese
    [Refereed]

  • 材料非線形を考慮した断層横断塩化ビニル管路の個別要素法による挙動解析
    森田 典和, 鍬田 泰子, 高田 至郎
    Kobe University, 2004, 建設工学研究所論文集, 第46号,141-152, 127 - 139, Japanese
    [Refereed]

  • 橋梁桁上に停止する車両の地震応答とドライバーの安全性
    山本 聡, 鍬田 泰子, 高田 至郎
    Kobe University, 2004, 建設工学研究所論文集, 第46号,171-188, 171 - 188, Japanese
    [Refereed]

  • SEISMIC HAZARD MAP OF TEHRAN,IRAN
    KUWATA Yasuko, TAKADA Shiro
    Kobe University, 2004, 建設工学研究所論文集, 第46号,279-292, 279 - 292, English
    [Refereed]

  • PERFORMANCE OF ELECTRIC POWER SYSTEMS DURING THE BAM EARTHQUAKE AND ITS ARAGILITY ANALYSES
    TAKADA Shiro, Morteza Bastami, KUWATA Yasuko, Mohammad Bogher Javanbarg
    Kobe University, 2004, 建設工学研究所論文集第46号, 141-152, 141 - 152, English
    [Refereed]

  • 災害報告 イタリア・モリーゼ地震における小学校校舎崩壊
    鍬田 泰子
    日本建築防災協会, Mar. 2003, 建築防災, (302) (302), 57 - 60, Japanese

  • Molise, ITAY地震に関する速報
    鍬田 泰子
    土木学会, 15 Feb. 2003, 土木学会誌, 88(2) (2), 54 - 57, Japanese

  • 災害時のSAR活動に関わる知見
    高田 至郎, 鍬田 泰子
    2003, 東濃地震科学研究所報告, 11, 77 - 84, Japanese
    Others

  • Analysis on the Time Dependent Risk of Casualty Based on an Index of Integrated Instantaneous Instrumental Seismic Intensity
    Takada Shiro, Kuwata Yasuko
    Kobe University, Mar. 2002, Memoirs of the Graduate School of Science and Technology, Kobe University. A, 20, 33 - 48, English

  • The Earthquake Casualties and Post Earthquake Response of Medical Facilities during the 1999 Turkey Kocaeli Earthquake (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    Takada Shiro, Kuwata Yasuko
    Kobe University, Nov. 2001, Memoirs of Construction Engineering Research Institute, 43, 25 - 34, Japanese

  • Emergency Response and Earthquake Preparedness in Osaki-cho in Solitary Island during the 2001 Geiyo Earthquake (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    Takada Shiro, Kuwata Yasuko, Nishi Norihiro
    Kobe University, Nov. 2001, Memoirs of Construction Engineering Research Institute, 43, 223 - 236, Japanese

  • 死傷者波及に関わる地震発生連鎖と家屋の脆弱性 : 台湾集集鎮のケーススタディ
    高田 至郎, 鍬田 泰子
    神戸大学, Mar. 2001, 神戸大学大学院自然科学研究科紀要. B, 19, 91 - 100, Japanese

  • An Analysis of Affected Factors for Damage of Water Supply Pipelines in the Ji-Ji Village during the 921 Ji-Ji Earthquake (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    katagiri Shin, Takada Shiro, Kuwata Yasuko
    Kobe University, Nov. 2000, Memoirs of Construction Engineering Research Institute, 42, 177 - 185, Japanese

  • A Study on the Damage and Restoration Process of Water Supply Pipelines during the 921 Ji-Ji Earthquake (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    katagiri Shin, Takada Shiro, Kuwata Yasuko
    Kobe University, Nov. 2000, Memoirs of Construction Engineering Research Institute, 42, 187 - 196, Japanese

  • The Occurrence of Casualties and Post Earthquake Response in Ji-Ji Village during the 921 Ji-Ji (Taiwan) Earthquake (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    Kuwata Yasuko, Takada Shiro
    Kobe University, Nov. 2000, Memoirs of Construction Engineering Research Institute, 42, 197 - 216, Japanese

  • Restoration of Lifeline Service and Comparison of Residents' Consciousness for the Earthquake Mitigation Countermeasures Between Japan and Taiwan (Special Issue on The 1995 Hanshin-Awaji Great Earthquake)
    Takada Shiro, Maeda Atsuomi, Kuwata Yasuko
    Kobe University, Nov. 2000, Memoirs of Construction Engineering Research Institute, 42, 27 - 36, Japanese

  • Kuwata Yasuko, Takada Shiro
    Kobe University, Mar. 2000, Report of Research Center for Urban Safety and Security Kobe University, 4, 215 - 220, English

  • Earthquake Casualty Analysis Due to Collapsed Houses (Special Issue on the 1995 Hanshin-Awaji Great Earthquake)
    Takada Shiro, Kuwata Yasuko, Menoni Scira, Hassani Nemat
    Kobe University, Nov. 1999, Memoirs of Construction Engineering Research Institute, 41, 25 - 36, English

■ Books And Other Publications
  • 2018年北海道胆振東部地震・大阪府北部の地震被害調査報告書
    土木学会, 土木学会地震工学委員会, 土木学会地震工学委員会地震被害調査小委員会
    Contributor, 第4章ライフライン, 土木学会,丸善出版(発売), Sep. 2019, Japanese, ISBN: 9784810610048

  • 東日本大震災合同調査報告 総集編
    KUWATA YASUKO
    Others, 丸善出版, Dec. 2016, Japanese, ISBN: 9784818920484
    Scholarly book

  • 東日本大震災合同調査報告 土木編3 ライフライン施設の被害と復旧
    KUWATA YASUKO
    Others, 土木学会, Mar. 2015, Japanese, ISBN: 9784810608632
    Scholarly book

  • 東日本大震災合同調査報告 地盤編1 地盤構造物の被害,復旧
    KUWATA YASUKO
    Others, 地盤工学会, Mar. 2015, Japanese, ISBN: 9784886440983
    Scholarly book

  • 続・実務で役立つ耐震設計入門（実践編）
    KUWATA YASUKO
    Others, 土木学会, Mar. 2015, Japanese, ISBN: 9784810607314
    Scholarly book

  • Livesaving Earthquake Engineering
    TAKADA SHIRO, KUWATA YASUKO
    Joint work, 共立出版, Feb. 2014, Japanese, ISBN: 9784320077133
    Scholarly book

  • Tsunami - A Growing Disaster
    Yasuko KUWATA
    Joint work, InTech, Dec. 2011, English
    Scholarly book

  • 地下構造物の耐震性能照査と地震対策ガイドライン(案)
    Yasuko KUWATA
    Joint work, 丸善出版, Sep. 2011, Japanese
    Scholarly book

  • 新関西地盤 和歌山平野
    Yasuko KUWATA
    Joint work, NG-NET関西圏地盤研究会, Sep. 2011, Japanese
    Report

■ Lectures, oral presentations, etc.
  • 阪神・淡路大震災から30年、ライフライン地震工学の現在地とこれから
    鍬田泰子
    神戸の減災研究会 これからの神戸の減災を考える～阪神・淡路大震災から30年～, Jan. 2025, Japanese
    [Invited]
    Invited oral presentation

  • 兵庫県南部地震から30年、水道の地震対策の現在地とこれから
    鍬田泰子
    阪神・淡路大震災30年 水道災害シンポジウム―来るべき自然災害への水道の備え―, Jan. 2025, Japanese
    [Invited]
    Invited oral presentation

  • ライフライン地震工学の30年とこれから
    鍬田泰子
    神戸大学 阪神・淡路大震災30年シンポジウム：学術のこれまでとこれから, Jan. 2025, Japanese
    [Invited]
    Nominated symposium

  • 国道43号沿いの光ファイバケーブルを用いたDASによる地震動観測
    石田 航, 鍬田泰子, 藤原麟太郎, 後藤浩之, 吉見雅行
    第15回インフラ・ライフライン減災対策シンポジウム, Jan. 2025, Japanese
    Oral presentation

  • 兵庫県南部地震から30年、令和6年能登半島地震から1年、古くて新しい地震災害の課題
    鍬田泰子
    リハテック研究会, Dec. 2024, Japanese
    [Invited]
    Public discourse

  • 能登半島地震における上下水道管路
    鍬田泰子
    大阪府下水道協会 令和6年度実務担当職員研修会, Nov. 2024, Japanese
    [Invited]
    Public discourse

  • 近年の地震・事故から得られた水道管路技術の教訓
    鍬田泰子
    新潟市水道局技術研修, Oct. 2024, Japanese
    [Invited]
    Public discourse

  • 地震時に命・生活を守るライフライン
    鍬田泰子
    ひょうご講座２０２４, Oct. 2024, Japanese
    [Invited]
    Public discourse

  • 令和6年能登半島地震における水管橋被害調査とベローズによる地震対策提案
    西勇也, 金丸佑樹, 松本大, 小池武, 鍬田泰子
    令和6年度水道研究発表会, Oct. 2024, Japanese
    Oral presentation

  • 地震による液状化と管路被害の傾向－1964年新潟地震と2024年能登半島地震による新潟市の配水管被害
    尾高端季, 鍬田泰子
    令和6年度水道研究発表会, Oct. 2024, Japanese
    Oral presentation

  • 配水池のスロッシング固有周期のばらつきに関する分析
    山下かのこ, 鍬田泰子
    令和6年度水道研究発表会, Oct. 2024, Japanese
    Oral presentation

  • 近年の水道事業体における被害事例から得られた教訓と今後の地震対策
    鍬田泰子
    阪神水道企業団 危機管理研修, Oct. 2024, Japanese
    [Invited]
    Public discourse

  • Assessment of Structural Redundancy in Arch Steel Aqueduct Bridge
    N. Mohammadi, Y. Kuwata
    The 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, Oct. 2024, English
    Oral presentation

  • Verification of Load Tests on Small-Diameter Buried Pipelines Using 3D Finite Element Models
    Y. Pan, Y. Kuwata, H. Omuro, T. Ogata
    The 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, Oct. 2024, English
    Oral presentation

  • Seismic Ground Strain by Simultaneous Observation of DAS and Seismometer
    Y. Kuwata, I. Wataru, H. Goto, M. Miyazawa
    The 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, Oct. 2024, English
    Oral presentation

  • DAS振動データを用いた交通量計測に関する試み
    藤原麟太郎, 鍬田泰子, 後藤浩之, 宮澤理稔
    令和6年度土木学会全国大会, Sep. 2024, Japanese
    Oral presentation

  • DAS と地震計同時観測による地震時地盤ひずみ
    石田航, 鍬田泰子, 後藤浩之, 宮澤理稔
    令和6年度土木学会全国大会, Sep. 2024, Japanese
    Oral presentation

  • 新潟市の液状化による配水管被害―新潟地震と能登半島地震の対比―
    尾高瑞季, 鍬田泰子
    第44回地震工学研究発表会, Sep. 2024, Japanese
    Oral presentation

  • 液状化した地盤の流体特性に関する実験的検討
    河原恵音, 鍬田泰子, 澤田純男, 栗間淳
    第44回地震工学研究発表会, Sep. 2024, Japanese
    Oral presentation

  • DASを用いた地震時の稠密な地盤ひずみの観測
    石田航, 鍬田泰子, 後藤浩之, 宮澤理稔
    第44回地震工学研究発表会, Sep. 2024, Japanese
    Oral presentation

  • 道路下既設光ファイバケーブルを用いた交通量計測の試み
    藤原麟太郎, 鍬田泰子, 後藤浩之, 宮澤理稔
    第44回地震工学研究発表会, Sep. 2024, Japanese
    Oral presentation

  • 断層を横断する線状土木構造物の新しい被害パターン
    鍬田泰子, N. Mohammadi, E. Akyol
    第43回土木学会地震工学研究発表会, Aug. 2024, Japanese
    Oral presentation

  • Observation monitoring and modal analysis of the Musota Aqueduct bridge considering corrosion
    N. Mohammadi, Y. Kuwata, A. Morioka
    第43回土木学会地震工学研究発表会, Aug. 2024, English
    Oral presentation

  • Observed structural bridge damage for the 2023 Turkey-Syria earthquake
    N. Mohammadi, Y. Kuwata, E. Akyol
    第43回土木学会地震工学研究発表会, Aug. 2024, English
    Oral presentation

  • 高炉スラグ微粉末が鉄鋼スラグ混合土の強度特性に与える影響
    竹中奨偉, 片岡沙都紀, 鍬田泰子, 松元弘昭, 山下岳史
    第59回地盤工学研究発表会, Jul. 2024, Japanese
    Oral presentation

  • 実大試験盛土を用いた土のう構造体の各種原位置計測
    大森康平, 片岡沙都紀, 中西典明, 歳藤修一, 伊藤修二, 鍬田泰子, 澁谷啓
    第59回地盤工学研究発表会, Jul. 2024, Japanese
    Oral presentation

  • Evaluating Redundancy in Langer Arch Steel Aqueduct Bridges
    N. Mohammadi, Y. Kuwata
    The 9th International Conference on Seismology and Earthquake Engineering, Jul. 2024, English
    Oral presentation

  • CRITICAL DISPLACEMENTS OF BELLOWS-TYPE EXPANSION JOINTS FOR SEISMIC DESIGN OF WATER-SUPPLY PIPELINE
    Y. Nishi, Y. Kanamaru, D. Matsumoto, S. Iwamoto, T. Koike, Y. Kuwata
    The 18th World Conference on Earthquake Engineering, Jul. 2024, English
    Oral presentation

  • VIBRATION MONITORING OF AQUEDUCT BRIDGES: A CASE STUDY FOR COLLAPSE OF MUSOTA AQUEDUCT BRIDGE
    N. Mohammadi, Y. Kuwata, A. Morioka
    The 18th World Conference on Earthquake Engineering, Jul. 2024, English
    Oral presentation

  • STRAIN DISTRIBUTION ALONG FAULT-CROSSING PIPELINE BY USING ELASTICITY THEORY OF DISLOCATION
    Y. Pan, Y. Kuwata
    The 18th World Conference on Earthquake Engineering, Jul. 2024, Venda
    Oral presentation

  • Characteristics of Soil Spring Perpendicular to Pipe Axis by Pull-out Tests of Buried Pipe
    Y. Kuwata, T. Ogata, H. Omuro, N. Hasegawa
    The 18th World Conference on Earthquake Engineering, Jul. 2024, English
    Oral presentation

  • 能登半島地震のインフラ被害が示唆する教訓
    鍬田泰子
    MIRAI BOSAI 2024, Mar. 2024, Japanese
    [Invited]
    Public discourse

  • 2023年トルコ地震における地表地震断層と液状化によるインフラ被害
    鍬田泰子
    神戸大学都市安全研究センター震災シンポシンポジウム, Jan. 2024, Japanese
    Oral presentation

  • 水道管路継手の性能評価のためのベローズ型伸縮可撓継手の限界変位実験
    西勇也, 金丸佑樹, 松本大, 小池武, 鍬田泰子
    第14回インフラ・ライフライン減災対策シンポジウム, Jan. 2024, Japanese
    Oral presentation

  • 地震時の配水池スロッシングリスクに関する統計分析
    鍬田泰子, 山下かのこ
    第14回インフラ・ライフライン減災対策シンポジウム, Jan. 2024, Japanese
    Oral presentation

  • 水管橋の崩落と今後の維持管理に向けて
    鍬田泰子
    日本鋼管協会講演会, Nov. 2023, Japanese
    [Invited]
    Public discourse

  • 配水池中柱によるスロッシング時の沈殿物舞い上がりへの影響
    鍬田泰子, 陳時霖, 山下かのこ, 安井國雄
    第16回日本地震工学シンポジウム, Nov. 2023, Japanese
    Oral presentation

  • ESTIMATION FORMULA OF PIPE STRAIN CAUSING BY FAULT PARAMETERS BASED ON ELASTICITY THEORY OF DISLOCATION
    Y. Pan, Y. Kuwata
    第16回日本地震工学シンポジウム, Nov. 2023, English
    Oral presentation

  • 水管橋伸縮可撓継手のレベル２地震動に対する損傷度評価
    西勇也, 金丸佑樹, 松本大, 小池武, 鍬田泰子
    第16回日本地震工学シンポジウム, Nov. 2023, Japanese
    Oral presentation

  • OBSERVATION MONITORING AND MODAL ANALYSIS OF MUSOTA AQUEDUCT BRIDGE
    Nima MOHAMMADI, Yasuko KUWATA, Asako MORIOKA
    第16回日本地震工学シンポジウム, Nov. 2023, English
    Oral presentation

  • アンタキヤ・アシ川周辺の液状化とそれによる構造物被害
    鍬田泰子, MOHAMMADI Nima, AKYOL Erdal
    第16回日本地震工学シンポジウム, Nov. 2023, Japanese
    Oral presentation

  • 水管橋の崩落と今後の維持管理に向けて
    鍬田泰子
    日本鋼管協会講演会, Nov. 2023
    [Invited]
    Public discourse

  • 埋設管に作用する地盤反力に関する載荷実験とモデル化
    鍬田泰子
    一般財団法人 建設工学研究所令和５年度学術講演会, Nov. 2023, Japanese
    [Invited]
    Invited oral presentation

  • 既設盛土の耐震性向上を考慮した新たな減災工法開発のための実験的研究
    大森康平, 鍬田泰子, 片岡沙都紀, 澁谷啓, 中西典明
    2023年度 関西土木工学交流発表会, Nov. 2023, Japanese
    Oral presentation

  • 水管橋の合理的な維持管理手法の検討－水管橋の戦略的点検マニュアル作成－
    今村健一, 鍬田泰子, 宮本勝利, 星信太郎, 福山正彦
    令和4年度水道研究発表会, Oct. 2023, Japanese
    Oral presentation

  • 地震時における水道施設配水池内柱状構造物による堆積物舞い上がり現象 －柱状物下部からの堆積物上昇－
    安井國雄, 田中芳章, 中里聡, 川鍋太志, 鍋島正憲, 梅原頌二, 鍬田泰子, 伊藤禎彦
    令和4年度水道研究発表会, Oct. 2023, Japanese
    Oral presentation

  • 加振方向による埋設管の液状化浮上りへの影響
    鍬田泰子, 八上晃, 大室秀樹
    令和4年度水道研究発表会, Oct. 2023, Japanese
    Oral presentation

  • Collapse of aqueduct bridge in Wakayama City and subsequent restoration
    Y. Kuwata
    The 7th National Annual Forum on Urban Safety andDisaster Prevention Planning, Oct. 2023, English
    [Invited]
    Invited oral presentation

  • Estimation Formula of Pipe Strain due to Fault Dislocation Based on Elasticity Theory
    Y. Pan, Y. Kuwata
    令和5年度土木学会全国大会, Sep. 2023, English
    Oral presentation

  • Performance and local damage improvement around air valve in adueduct bridges
    N. Mohammadi, Y. Kuwata
    令和5年度土木学会全国大会, Sep. 2023, English
    Oral presentation

  • 繰り返し載荷による埋設管に作用する地盤摩擦力の動的特性
    浅見隼介, R. Auchib, 鍬田泰子, A, S. Dhar
    令和5年度土木学会全国大会, Sep. 2023, Japanese
    Oral presentation

  • Surface rupture calculation using the elasticity theory of dislocation with a case of the Turkey earthquake
    Y. Pan, Y. Kuwata
    第43回土木学会地震工学研究発表会, Sep. 2023, English
    Oral presentation

  • 断層を横断する線状土木構造物の新しい被害パターン
    鍬田泰子, N. Mohammadi, E. Akyol
    第43回土木学会地震工学研究発表会, Sep. 2023, Japanese
    Oral presentation

  • ポリエチレン管の地盤反力-変位関係
    大室秀樹, 鍬田泰子, 緒方太郎
    第43回土木学会地震工学研究発表会, Sep. 2023, Japanese
    Oral presentation

  • 和歌山市六十谷水管橋の崩落から復旧まで
    鍬田泰子
    第９２回日本水道協会中国四国地方支部総会, Jul. 2023, Japanese
    [Invited]
    Keynote oral presentation

  • 剛性の異なる埋設管の地盤反力ー変位関係
    大室秀樹, 緒方太郎, 鍬田泰子
    地中構造物に作用する地盤反力に関する研究委員会報告会, Mar. 2023, Japanese
    Oral presentation

  • 埋設管の3方向載荷実験の再現解析
    緒方太郎, 鍬田泰子, 大室秀樹, 長谷川延広
    地中構造物に作用する地盤反力に関する研究委員会報告会, Mar. 2023, Japanese
    Oral presentation

  • 小口径管の地盤反力係数の提案に向けた埋設管の3方向載荷実験
    鍬田泰子, 緒方太郎, 大室秀樹, 長谷川延広
    地中構造物に作用する地盤反力に関する研究委員会報告会, Mar. 2023, Japanese
    Oral presentation

  • ランガー補剛形式水管橋の吊材破断による振動数の変化
    森岡朝子, 鍬田泰子, 鈴木崇伸
    地中構造物に作用する地盤反力に関する研究委員会報告会, Mar. 2023, Japanese
    Oral presentation

  • 既設光ファイバーケーブルのDAS観測データを用いた交通量カウントの試行
    後藤浩之, 宮澤理稔, 鍬田泰子
    令和4年度 京都大学防災研究所 研究発表講演会, Feb. 2023, Japanese
    Oral presentation

  • 持続可能な減災社会のためのライフライン構築
    鍬田泰子
    21世紀減災社会シンポジウム 関東大震災から100年 ～教訓を継承し、迫り来る大災害に活かす, Jan. 2023, Japanese
    [Invited]
    Nominated symposium

  • 震災経験は管路の耐震化を促進させるのか
    鍬田泰子, 寺岡凛太郎
    第13回インフラ・ライフライン減災対策シンポジウム, Jan. 2023, Japanese
    Oral presentation

  • ランガー補剛形式水管橋の振動モニタリングによる健全度評価
    森岡朝子, 鍬田泰子, 鈴木崇伸
    第13回インフラ・ライフライン減災対策シンポジウム, Jan. 2023, Japanese
    Oral presentation

  • 鉛直上下方向に作用する埋設管の管軸直角方向地盤反力に関する実験
    緒方太郎, 鍬田泰子, 大室秀樹
    日本地震工学会・大会－ 2022, Dec. 2022, Japanese
    Oral presentation

  • 観測波加振によるスロッシングと堆積物の舞い上がり振動実験
    陳時霖, 鍬田泰子, 安井國雄
    日本地震工学会・大会－ 2022, Dec. 2022, Japanese
    Oral presentation

  • 加振方向による液状化時の埋設管浮き上がりへの影響
    八上晃, 鍬田泰子, 大室秀樹
    第42回土木学会地震工学研究発表会, Oct. 2022, Japanese
    Oral presentation

  • Observation of ground strain in Osaka Basin for the seismic design of buried pipeline
    N. Mohammadi, Y. Kuwata
    第42回土木学会地震工学研究発表会, Oct. 2022, English
    Oral presentation

  • スロッシング時の配水池堆積物の舞い上がり現象
    陳時霖, 鍬田泰子, 安井國雄
    第42回土木学会地震工学研究発表会, Oct. 2022, Japanese
    Oral presentation

  • 橋梁添架向け鋼管継手の耐震性に関する研究（Ⅳ）－耐震性鋼管継手の検証結果報告－
    岸田隆幸, 江口俊和, 杉本和幸, 田中耕二, 鍬田泰子, 森岡朝子
    令和4年度水道研究発表会, Oct. 2022, Japanese
    Oral presentation

  • 地震時における水道施設配水池の堆積物舞上がり現象(2) －堆積物による濁度上昇とその継続－
    安井國雄, 田中芳章, 中里聡, 川鍋太志, 鍋島正憲, 梅原頌二, 鍬田泰子, 陳時霖, 伊藤禎彦
    令和4年度水道研究発表会, Oct. 2022, Japanese
    Oral presentation

  • 地震時における水道施設配水池の堆積物舞上がり現象(I) －スロッシングによる波高と舞い上がり現象－
    陳時霖, 鍬田泰子, 田中芳章, 中里聡, 川鍋太志, 鍋島正憲, 安井國雄, 梅原頌二, 伊藤禎彦
    令和4年度水道研究発表会, Oct. 2022, Japanese
    Oral presentation

  • ランガー形式水管橋の吊り材劣化による振動特性の変化
    森岡朝子, 鍬田泰子
    令和4年度水道研究発表会, Oct. 2022, Japanese
    Oral presentation

  • 耐震性を有する橋梁添架管への更新 －橋梁添架管モデル採用施工事例報告－
    山根一晃, 石田岳, 森岡朝子, 鍬田泰子, 野田裕樹, 田中耕二
    令和4年度水道研究発表会, Sep. 2022, Japanese

  • 埋設管の耐震設計に向けた波動による地盤ひずみの評価
    砂野大地, 鍬田泰子
    令和4年度土木学会全国大会, Sep. 2022, Japanese
    Oral presentation

  • 津波災害からの下水道施設の多様な復旧パターン
    鍬田泰子, 青嶋かりん
    2022年度土木学会関西支部年次学術講演会, May 2022, Japanese
    Oral presentation

  • Damage Mechanism of Large-Diameter Ductile Iron Pipes Used to Supply Water during the 2018 Earthquake in Osaka, Japan
    Yasuko Kuwata, Hiromi Sakurai
    ASCE UCLA Lifelines 2022 Conference, Feb. 2022, English
    Oral presentation

  • 液状化時に構造物との取り合い部の管路に作用する外力評価
    鍬田泰子, 泉川智亮, 大室秀樹
    令和3年度全国会議（水道研究発表会）, Feb. 2022, Japanese
    Oral presentation

  • 小口径管の水平方向地盤拘束力に関する実験的研究
    緒方太郎, 鍬田泰子, 大室秀樹, 長谷川延広
    令和3年度全国会議（水道研究発表会）, Feb. 2022, Japanese
    Oral presentation

  • 橋梁添架向け鋼管継手の耐震性に関する研究（Ⅲ） －ゴム支承を有する橋梁の添架管の地震応答評価－
    野田裕樹, 北居祐馬, 田中義一, 田中耕二, 江口俊和, 岸田 隆幸, 杉本和幸, 鍬田泰子, 森岡朝子
    令和3年度全国会議（水道研究発表会）, Feb. 2022, Japanese
    Oral presentation

  • 東日本大震災からの下水道施設の震災復興プロセス
    鍬田泰子
    神戸大学都市安全研究センター 第2回 震災復興・災害科学シンポジウム, Jan. 2022, Japanese
    Public symposium

  • 東日本大震災からの下水道システムの復興施策に関する調査報告
    鍬田泰子, 青嶋かりん
    土木学会地震工学委員会 第12回インフラ・ライフライン減災対策シンポジウム, Jan. 2022, Japanese
    Oral presentation

  • 埋設管地盤拘束力実験の非線形構造解析
    長谷川延広, 鍬田泰子, 長谷川潤, 小野芳美
    土木学会地震工学委員会 第12回インフラ・ライフライン減災対策シンポジウム, Jan. 2022, Japanese
    Oral presentation

  • 水平方向地盤拘束力実験に基づく管路横断面の地盤ばね係数の設定
    緒方太郎, 鍬田泰子, 大室秀樹
    土木学会地震工学委員会 第12回インフラ・ライフライン減災対策シンポジウム, Jan. 2022, Japanese
    Oral presentation

  • Seismic Performance of Polyethylene Pipe for Level Two Ground Motion
    Hideki Omuro, Yasuko Kuwata, Takashi Kuriyama
    17th World Conference of Earthquake Engineering, Sep. 2021, English
    Poster presentation

  • Visualization of Friction Mechanism around Joint Part of Pipe Using Soil Particle Model
    Yu Yamamura, Yasuko Kuwata
    17th World Conference of Earthquake Engineering, Sep. 2021, English
    Poster presentation

  • Seismic Resistance of Water-Supply Pipe in the Transverse Direction due to the Diameter Effect
    Yasuko Kuwata, Hiromi Sakurai
    17th World Conference of Earthquake Engineering, Sep. 2021, English
    Oral presentation

  • DEFORMATION RISK OF BURIED PIPELINE DUE TO FAULT BASED ON ELASTICITY THEORY OF DISLOCATION
    Pan Yue, Yasuko Kuwata
    第41回土木学会地震工学研究発表会, Sep. 2021, English
    Oral presentation

  • 橋梁添架管向け耐震性鋼管継手の耐震性照査手法の提案
    森岡朝子, 北居祐馬, 野田裕樹, 鍬田泰子
    第41回土木学会地震工学研究発表会, Sep. 2021, Japanese
    Oral presentation

  • 小口径管に作用する管軸直角方向の地盤拘束力のモデル化
    緒方太郎, 大室秀樹, 鍬田泰子, 長谷川延広
    第41回土木学会地震工学研究発表会, Sep. 2021, Japanese
    Oral presentation

  • 添架管の性能評価のためのゴム支承を有する橋梁の振動特性分析
    森岡朝子, 鍬田泰子
    令和3年度土木学会全国大会, Sep. 2021, Japanese
    Oral presentation

  • 埋設管の水平方向地盤拘束力－変位に関する実験的評価
    緒方太郎, 鍬田泰子, 長谷川延広, 大室秀樹
    令和3年度土木学会全国大会, Sep. 2021, Japanese
    Oral presentation

  • 断層を横断する管路の危機耐性とその地震対策の取り組み方
    鍬田泰子, 鈴木 崇伸, 大嶽公康, 中園隼人, 金子正吾, 矢澤 修一, 大室秀樹, 副島紀代, 清野純史
    第11回インフラ・ライフライン減災対策シンポジウム, Jan. 2021, Japanese
    Oral presentation

  • 管路に作用する地盤反⼒の異⽅性評価実験
    緒方太郎, 鍬田泰子, 長谷川延広
    第11回インフラ・ライフライン減災対策シンポジウム, Jan. 2021, Japanese
    Oral presentation

  • 兵庫県の小規模水道の効果的な維持方法に関する調査研究
    鍬田泰子, 内海留美子, 鈴木剛史, 坂口功
    令和２年度全国会議（水道研究発表会）, Nov. 2020, Japanese
    Oral presentation

  • 橋梁添架向け鋼管継手の耐震性に関する研究（Ⅱ）－橋梁添架向け耐震性鋼管継手の性能評価－
    野田裕樹, 北居 祐馬, 田中義一, 田中耕二, 江口俊和, 鍬田泰子, 眞田開世
    令和２年度全国会議（水道研究発表会）, Nov. 2020, Japanese
    Oral presentation

  • 橋梁添架向け鋼管継手の耐震性に関する研究（Ⅰ）－耐震性を有する鋼管継手の開発－
    北居祐馬, 野田裕樹, 田中 義一, 田中耕二, 江口俊和, 鍬田泰子, 眞田開世
    令和２年度全国会議（水道研究発表会）, Nov. 2020, Japanese
    Oral presentation

  • 橋梁添架管向け耐震性鋼管継手の開発
    北居祐馬, 野田 裕樹, 鍬田泰子
    第40回土木学会地震工学研究発表会, Oct. 2020
    Oral presentation

  • 土粒子模型を用いた継手張り出し部の摩擦メカニズムの可視化
    山村優, 鍬田泰子
    第40回土木学会地震工学研究発表会, Oct. 2020
    Oral presentation

  • 水道管横断方向耐震性の寸法効果と踏まえた大口径管の地震被害要因の考察
    鍬田泰子, 櫻井敬己
    第40回土木学会地震工学研究発表会, Oct. 2020
    Oral presentation

  • 管軸方向加振試験による流体輸送用ポリエチレン管路の耐震性能に関する研究
    大室秀樹, 鍬田泰子, 栗山卓
    第40回土木学会地震工学研究発表会, Oct. 2020
    Oral presentation

  • 管軸方向加振試験による流体輸送用ポリエチレン管路の耐震性能に関する研究
    大室秀樹, 鍬田泰子, 栗山卓
    2020年土木学会全国大会, Sep. 2020
    Oral presentation

  • 断層変位を受ける地中管路の対策と調査修繕方法
    中園隼人, 金子正吾, 矢澤修一, 大室秀樹, 副島紀代, 大嶽公康, 鍬田泰子, 鈴木崇伸, 清野純史
    第10回インフラ・ライフライン減災対策シンポジウム, Jan. 2020, Japanese
    Oral presentation

  • 大阪北部地震におけるダクタイル鋳鉄管（DCIP）の被害シナリオの分析事例
    宮本勝利, 鍬田 泰子, 今村健一, 浅野公之
    第10回インフラ・ライフライン減災対策シンポジウム, Jan. 2020, Japanese
    Oral presentation

  • 地震被害を受けたダクタイル鋳鉄管の材料強度
    鍬田泰子, 山村優
    平成31年度全国会議（水道研究発表会）, Nov. 2019, Japanese
    Oral presentation

  • 大阪府北部の地震で破損した初期ダクタイル鋳鉄管の材料特性
    鍬田泰子, 山村優
    第39回土木学会地震工学研究発表会, Oct. 2019, Japanese
    Oral presentation

  • 土粒子模型による管路継手部の摩擦力と粒子軌跡との関係
    山村優, KUWATA YASUKO
    2019年土木学会全国大会, Sep. 2019, Japanese, 香川大学, Domestic conference
    Oral presentation

  • 土粒子模型を用いた継手部の摩擦メカニズムの可視化
    山村優, KUWATA YASUKO
    2019年度土木学会関西支部年次学術講演会, May 2019, Japanese, 大阪大学, Domestic conference
    Oral presentation

  • 大阪府北部の地震における大阪平野での表面波の震動特性
    KUWATA YASUKO, 小松秀晃
    019年度土木学会関西支部年次学術講演会, May 2019, Japanese, 大阪大学, Domestic conference
    Oral presentation

  • 熊本地震における益城町の水道管路被害とその要因に関する分析
    KUWATA YASUKO, 竹内一朗
    第8回インフラ・ライフライン減災対策シンポジウム, Jan. 2019, Japanese, 新潟大学, Domestic conference
    Oral presentation

  • 線状構造物へ作用する地盤ひずみ評価のための大阪平野における表面波の特性分析
    KUWATA YASUKO, 水上昌信
    日本地震工学シンポジウム, Dec. 2018, Japanese, 仙台, Domestic conference
    Oral presentation

  • 大阪府北部の地震における通学学生の帰宅困難に関する分析
    KUWATA YASUKO, 山村優
    地震工学研究発表会, Oct. 2018, Japanese, 東京大学生産技術研究所, Domestic conference
    Oral presentation

  • 液状化時の管への作用荷重に関する模型実験
    KUWATA YASUKO, 吉井純貴
    平成３０年度全国会議（水道研究発表会）, Oct. 2018, Japanese, 博多, Domestic conference
    Oral presentation

  • 益城町における断層を横断する管路の交差角と被害との関係
    KUWATA YASUKO, 竹内一朗
    平成30年土木学会全国大会, Aug. 2018, Japanese, 北海道大学, Domestic conference
    Oral presentation

  • 大阪府北部の地震におけるライフラインの被害
    KUWATA YASUKO
    土木学会地震工学委員会 大阪府北部の地震速報会, Jul. 2018, Japanese, 土木学会講堂, Domestic conference
    Oral presentation

  • 大阪府北部の地震におけるライフラインの被害
    KUWATA YASUKO
    関西大学千里キャンパス, Jul. 2018, Japanese, Domestic conference
    Oral presentation

  • A seismic damage evaluation method for water supply pipelines based on spatioal gradient of PGV
    Hisakazu SAKAI, Koichi HASEGAWA, Nelson PULIDO, Yasuko KUWATA
    16th European Conference on Earthquake Engineering, Thessalnokini, Greece, Jun. 2018, English

  • 大阪平野における高密度地震観測システムの構築
    水上昌信, KUWATA YASUKO, 後藤浩之, 福島康宏
    平成30年度土木学会関西支部年次学術講演会, Jun. 2018, Japanese, 神戸大学, Domestic conference
    Oral presentation

  • 小型土槽振動実験による構造物取り合い部に作用する液状化時の荷重
    吉井純貴, KUWATA YASUKO
    平成30年度土木学会関西支部年次学術講演会, Jun. 2018, Japanese, 神戸大学, Domestic conference
    Oral presentation

  • Earthquake damage of water-supply pipeline in Japan and its countermeasures
    KUWATA YASUKO
    International Seminar on Disaster Prevention and Safety 2018，China & Japan & Korea, May 2018, Japanese, 北京科技大学, 中国, International conference
    [Invited]
    Invited oral presentation

  • 熊本地震における益城町の水道管路被害とその要因に関する分析
    KUWATA YASUKO, 竹内 一朗
    第8回インフラ・ライフライン減災対策シンポジウム, Jan. 2018, Japanese, 新潟大学, Domestic conference
    Invited oral presentation

  • A proposal for priority index of evaluation for seismic performance of siphon pipes
    KUWATA YASUKO, Tomoaki Hirayama
    Philippine - Japan Symposium on Earthquake Engineering 2017, Nov. 2017, English, Manila, Philippine, International conference
    Oral presentation

  • 速度依存性を考慮した管引抜き実験による管軸方向地盤ばねのモデル化
    KUWATA YASUKO, 稲瀨 友樹, 澤田 純男
    第37回地震工学研究発表会, Oct. 2017, Japanese, 熊本, Domestic conference
    Oral presentation

  • 振動台を用いた埋設管路引抜き実験による地盤摩擦力の速度依存性に関する研究
    稲瀨 友樹, KUWATA YASUKO, 澤田 純男
    平成29年度全国会議（水道研究発表会）, Oct. 2017, Japanese, 高松, Domestic conference
    Oral presentation

  • 既存サイホンの耐震性能照査のための優先順位決定手法の提案
    平山 智章, KUWATA YASUKO, 有野 治
    第37回地震工学研究発表会, Oct. 2017, Japanese, 熊本, Domestic conference
    Oral presentation

  • 管路取り合い部に作用する液状化荷重の実験的検討
    吉井 純貴, KUWATA YASUKO, 藤川 淳生
    平成29年度全国会議（水道研究発表会）, Oct. 2017, Japanese, 高松, Domestic conference
    Oral presentation

  • 液状化による配水管路被害予測法の熊本地震への適用と検証
    竹内 一朗, KUWATA YASUKO, 須田 瑛哉
    平成29年度全国会議（水道研究発表会）, Oct. 2017, Japanese, 高松, Domestic conference
    Oral presentation

  • 動的解析に基づく既存サイホン縦断方向の耐震性能照査
    平山 智章, KUWATA YASUKO, 有野 治
    平成28年土木学会全国大会, Sep. 2017, Japanese, 九州大学, Domestic conference
    Oral presentation

  • 新潟県・粟島の津波来襲予想地域における避難困難時間の評価
    山内 政輝, 秦 吉弥, 山田 桂吾, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴
    地域安全学会研究発表会梗概集, Jun. 2017, Japanese, 石垣市商工会館, Domestic conference
    Oral presentation

  • Strong Motion Prediction during a Scenario Earthquake along the Coast of Sea of Japan
    Masaki Yamauchi, Yoshiya Hata, Akira Murata, KUWATA YASUKO, Maki Koyama, Tadayoshi Nakashima, Masakatsu Miyajima
    Proceedings of the Twenty-seventh (2017) International Ocean and Polar Engineering Conference, Jun. 2017, English, San Francisco, International conference
    Oral presentation

  • 広域液状化による配水管路被害予測法の熊本地震への検証
    須田 瑛哉, KUWATA YASUKO, 加藤 蒼二
    平成29年度土木学会関西支部年次学術講演会, May 2017, Japanese, 大阪工業大学, Domestic conference
    Oral presentation

  • 強震動予測と津波避難に関するハイブリッド評価手法の日本海沿岸域への適用 －山形県酒田市飛島を例として－
    山内 政輝, 秦 吉弥, 小山 真紀, KUWATA YASUKO, 中嶋 唯貴, 湊 文博
    平成29年度土木学会関西支部年次学術講演会, May 2017, Japanese, 大阪工業大学, Domestic conference
    Oral presentation

  • 熊本地震における液状化と水道管路被害
    KUWATA YASUKO, 須田 瑛哉, 水上 昌信
    平成28年度京都大学防災研究所研究発表講演会, Feb. 2017, Japanese, 京都大学, Domestic conference
    Oral presentation

  • Strong motion prediction during a scenario earthquake along the coast of sea of Japan
    Masaki Yamauchi, Yoshiya Hata, Akira Murata, Yasuko Kuwata, Maki Koyama, Tadayoshi Nakashima, Masakatsu Miyajima
    Proceedings of the International Offshore and Polar Engineering Conference, 2017, English, Society of Petroleum Engineers, During a scenario earthquake along the coast of Sea of Japan, generation of not only strong motion but also huge tsunami is predicted in Hegura Island, Wajima City, Ishikawa Prefecture, Japan. In this study, we estimated the difficult time for tsunami evacuation in Hegura Island during a future earthquake along the coast of Sea of Japan in order to evaluate the difficult area for tsunami evacuation. Then, we predicted the strong ground motion at 105 sites based on the characterized source model considering the empirical local site effects.

  • 線状構造物へ作用する地盤ひずみ評価のための大阪平野における表面波の特性分析
    KUWATA YASUKO, 水上 昌信
    日本地震工学シンポジウム, Dec. 2016, Japanese, 仙台, Domestic conference
    Oral presentation

  • 強震動予測と歩行実験によるハイブリッド評価に基づく地域特性を考慮した津波避難困難区域の抽出手法の適用性に関する基礎的研究
    湊 文博, 秦 吉弥, 中嶋 唯貴, 小山 真紀, KUWATA YASUKO, 山田 雅行, 常田 賢一
    第7回インフラ・ライフライン減災対策シンポジウム, Dec. 2016, Japanese, 熊本大学, Domestic conference
    Oral presentation

  • 高密度常時微動計測に基づく能登半島北方沖の想定地震による舳倉島での強震動予測
    山内 政輝, 秦 吉弥, 村田 晶, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 湊 文博, 大川 雄太郎, 宮島 昌克, 常田 賢一
    Kansai Geo-Symposium 2016 －地下水地盤環境・防災・計測技術に関するシンポジウム－, Nov. 2016, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 震後土地区画整理事業の復興形態に影響を与える地形的要因
    水上 昌信, KUWATA YASUKO
    第36回地震工学研究発表会, Oct. 2016, Japanese, 金沢歌劇座, Domestic conference
    Oral presentation

  • 振動台を用いた管軸方向地盤ばねの速度依存性に関する実験的研究
    稲瀬 友樹, KUWATA YASUKO, 澤田 純男
    第36回地震工学研究発表会, Oct. 2016, Japanese, 金沢歌劇座, Domestic conference
    Oral presentation

  • 常時微動を用いた不整形地盤上の地盤ひずみ分布評価の試み
    黒田 泰介, KUWATA YASUKO, 後藤 浩之
    第36回地震工学研究発表会, Oct. 2016, Japanese, 金沢歌劇座, Domestic conference
    Oral presentation

  • 臨時地震観測に基づく宮崎市街地の津波避難困難区域におけるサイト増幅特性の評価
    秦 吉弥, 湊 文博, 村上 啓介, 山田 雅行, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 常田 賢一
    平成28年土木学会全国大会, Sep. 2016, Japanese, 東北大学, Domestic conference
    Oral presentation

  • 離島の津波来襲予想地域を対象としたサイト増幅特性の評価に関する試み
    秦 吉弥, 山内 政輝, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 大川 雄太郎, 湊 文博, 常田 賢一
    日本地震工学会・大会-2016, Sep. 2016, Japanese, 高知工科大学, Domestic conference
    Oral presentation

  • 埋設管周辺地盤の締固め条件による摩擦力の速度依存性に関する実験
    稲瀬 友樹, KUWATA YASUKO, 平山 智章, 澤田 純男
    平成28年土木学会全国大会, Sep. 2016, Japanese, 東北大学, Domestic conference
    Oral presentation

  • 大阪平野を対象とした海溝型地震時の表面波による橋梁構造物応答への影響評価
    伊佐 政晃, KUWATA YASUKO
    第19回 性能に基づく橋梁等の耐震設計に関するシンポジウム, Jul. 2016, Japanese, 土木学会, Domestic conference
    Oral presentation

  • Lifeline interrelation during the Tohoku earthquake: analysis through text mining
    KUWATA YASUKO
    The 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, Jul. 2016, English, Shanghai, International conference
    Oral presentation

  • Experimental study on dynamic soil friction along a buried pipe
    HIRAYAMA TOMOAKI, KUWATA YASUKO, TOMOKI INASE, SUMIO SAWADA
    The 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, Jul. 2016, English, Shanghai, International conference
    Oral presentation

  • 微動記録を用いた不整形地盤のひずみ評価の試行
    黒田 泰介, KUWATA YASUKO
    平成28年度土木学会関西支部年次学術講演会, Jun. 2016, Japanese, 立命館大学, Domestic conference
    Oral presentation

  • 東日本大震災後の市街地復興形態に与える地理的影響要因
    水上 昌信, KUWATA YASUKO
    平成28年度土木学会関西支部年次学術講演会, Jun. 2016, Japanese, 立命館大学, Domestic conference
    Oral presentation

  • 振動台を用いた埋設管に働く摩擦力の速度依存性に関する実験
    稲瀬 友樹, KUWATA YASUKO, 平山 智章, 澤田 純男
    平成28年度土木学会関西支部年次学術講演会, Jun. 2016, Japanese, 立命館大学, Domestic conference
    Oral presentation

  • Experimental Study on Dynamic Soil Friction along a Buried Pipe
    Tomoaki Hirayama, Yasuko Kuwata, Tomoki Inase, Sumio Sawada
    International Collaboration in Lifeline Earthquake Engineering 2016 - Proceedings of the 7th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, 2016, English, American Society of Civil Engineers (ASCE), In the current seismic design of a buried pipe, the axial ground restraint force between a pipe and the ground is modeled as a bi-linear system with respect to the relative displacement. In other words, the soil friction determining the ground restraint force is assumed as constant regardless of the pipe velocity. However, it is thought that the soil friction depends on pipe velocity because of the relocation of the soil particles. This study attempted to examine the velocity dependency of the dynamic soil friction using a pipe-pulling test on a shaking table. The conclusions were as follows: (1) the maximum friction in the low velocity case was larger than that in the high velocity case, (2) the soil dilatancy affected the friction, and (3) the friction in the cases with a pipe fitting was 1.5 times larger than that without the fitting regardless of the pipe velocity.

  • 南海トラフ巨大地震を対象とした津波避難施設の新設場所の選定に関する試み
    秦 吉弥, 湊 文博, 小山 真紀, KUWATA YASUKO, 中嶋 唯貴, 常田 賢一
    第6回インフラ・ライフライン減災対策シンポジウム, Jan. 2016, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 地盤情報を用いた管路更新方法の試み
    KUWATA YASUKO, 生嶋 孝崇
    第6回インフラ・ライフライン減災対策シンポジウム, Jan. 2016, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 高密度地震観測・常時微動計測に基づく和歌山県広川町における地盤震動特性の評価
    湊 文博, 秦 吉弥, 常田 賢一, KUWATA YASUKO, 小山 真紀, 植田 裕也
    Kansai Geo-Symposium 2015 －地下水地盤環境・防災・計測技術に関するシンポジウム－, Nov. 2015, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 強震動の作用が津波避難に及ぼす影響について―1993 年北海道南西沖地震による奥尻島青苗地区でのケーススタディから学ぶべきこと―
    秦 吉弥, 湊 文博, 山田 雅行, KUWATA YASUKO, 小山 真紀, 中嶋 唯貴, 常田 賢一
    Kansai Geo-Symposium 2015 －地下水地盤環境・防災・計測技術に関するシンポジウム－, Nov. 2015, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 液状化地盤中の地中埋設管路の変形挙動
    飛田 哲男, 浦谷 啓太, 芦野 貴之, KUWATA YASUKO
    Kansai Geo-Symposium 2015 －地下水地盤環境・防災・計測技術に関するシンポジウム－, Nov. 2015, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 東日本大震災報告書の用語検索によるライフライン相互連関分析
    KUWATA YASUKO
    第35回地震工学研究発表会, Oct. 2015, Japanese, 東京大学, Domestic conference
    Oral presentation

  • 常時微動計測および臨時地震観測の高密度化に基づく南海トラフ巨大地震における和歌山県広川町津波来襲予想地域での強震動の評価
    湊 文博, 秦 吉弥, 常田 賢一, KUWATA YASUKO, 小山 真紀, 植田 裕也
    第35回地震工学研究発表会, Oct. 2015, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 小型模型実験による管路・地盤間に働く摩擦力の速度依存性
    平山 智章, KUWATA YASUKO, 澤田 純男
    第35回地震工学研究発表会, Oct. 2015, Japanese, 東京大学, Domestic conference
    Oral presentation

  • 付属部のある管路の地盤間に働く摩擦力特性に関する実験
    平山 智章, KUWATA YASUKO, 澤田 純男
    平成27年土木学会全国大会, Sep. 2015, Japanese, 岡山大学, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震におけるテキスト検索を用いたライフライン相互連関
    加藤 想, KUWATA YASUKO
    平成27年度土木学会関西支部年次学術講演会, May 2015, Japanese, 摂南大学, Domestic conference
    Oral presentation

  • 地盤特性を考慮した強震動と津波避難に関するハイブリッド評価 －和歌山県串本町を例として－
    湊 文博, 秦 吉弥, 常田 賢一, 小山 真紀, KUWATA YASUKO, 山田 雅行
    平成27年度土木学会関西支部年次学術講演会, May 2015, Japanese, 摂南大学, Domestic conference
    Oral presentation

  • 管・地盤間に働く摩擦力の速度依存特性に関する実験の試み
    平山 智章, KUWATA YASUKO, 澤田 純男
    平成27年度土木学会関西支部年次学術講演会, May 2015, Japanese, 摂南大学, Domestic conference
    Oral presentation

  • 東日本大震災における二地震の被害分析に基づく配水管路脆弱性評価
    佐藤 圭介, KUWATA YASUKO
    第14 回日本地震工学シンポジウム, Dec. 2014, Japanese, 幕張, Domestic conference
    Oral presentation

  • 鹿島地域の液状化噴砂と埋設管路被害との空間的関係
    加藤 蒼二, KUWATA YASUKO
    第14 回日本地震工学シンポジウム, Dec. 2014, Japanese, 幕張, Domestic conference
    Oral presentation

  • 3 次元地震応答解析による大口径水管橋の被害状況の再現と要因の解明
    上仲 亮, KUWATA YASUKO, 竹田 周平
    第14 回日本地震工学シンポジウム, Dec. 2014, Japanese, 幕張, Domestic conference
    Oral presentation

  • サイト特性を考慮した南海トラフ巨大地震による和歌山県串本町における津波来襲地域での強震動の超高密度予測
    湊 文博, 秦 吉弥, 山田 雅行, 常田 賢一, KUWATA YASUKO, 魚谷 真基
    第59回地盤工学シンポジウム, Nov. 2014, Japanese, 長野, Domestic conference
    Oral presentation

  • ウォーキング実験に基づく津波避難困難地域の評価ー 和歌山県串本町を例として ー
    湊 文博, 秦 吉弥, 常田 賢一, KUWATA YASUKO, 山田 雅行, 魚谷 真基
    地域安全学会梗概集No.35, Nov. 2014, Japanese, 静岡, Domestic conference
    Oral presentation

  • 兵庫県域の地震観測点を対象とした短周期成分卓越観測地点の特定
    伊佐 政晃, KUWATA YASUKO
    土木学会第34回地震工学研究発表会講演論文集, Oct. 2014, Japanese, 長岡, Domestic conference
    Oral presentation

  • 建物近傍の地震時地盤ひずみに影響する埋戻し領域の形状
    飛田 哲男, 荒木 恵徳, KUWATA YASUKO, 宮本 勝利, 佐藤 清, 小西 康彦, 砂坂 善雄
    土木学会第34回地震工学研究発表会講演論文集, Oct. 2014, Japanese, 長岡, Domestic conference
    Oral presentation

  • 液状化に起因する上下水道管路の被害特性などに関する調査（その１ 下水道）
    小西 康彦, 佐藤 清, 宮本 勝利, 飛田 哲男, KUWATA YASUKO, 砂坂 善雄, 松橋 学, 高橋 達, 日置 潤一
    土木学会第34回地震工学研究発表会講演論文集, Oct. 2014, Japanese, 長岡, Domestic conference
    Oral presentation

  • 液状化に起因する上下水道管路の被害特性などに関する調査（その2 上水道）
    宮本 勝利, 佐藤 清, 小西 康彦, 飛田 哲男, KUWATA YASUKO, 砂坂 善雄, 松橋 学, 高橋 達, 日置 潤一
    土木学会第34回地震工学研究発表会講演論文集, Oct. 2014, Japanese, 長岡, Domestic conference
    Oral presentation

  • 兵庫県内の地震観測点の震動特性分析と淡路島地震での検証
    伊佐 政晃, KUWATA YASUKO
    土木学会第69回年次学術講演会, Sep. 2014, Japanese, 大阪大学, Domestic conference
    Oral presentation

  • 鹿島地域の液状化噴砂と上下水道管路被害との空間的関係
    加藤 蒼二, KUWATA YASUKO
    土木学会第69回年次学術講演会, Sep. 2014, Japanese, 大阪大学, Domestic conference
    Oral presentation

  • 兵庫県域の地震観測点を対象とした短周期卓越地点の特定
    伊佐 政晃, KUWATA YASUKO
    平成26年度土木学会関西支部年次学術講演会, May 2014, Japanese, 土木学会関西支部, 大阪市立大学, Domestic conference
    Oral presentation

  • 管路被害集中地域の液状化噴砂と下水道管路被害との空間分析
    加藤 蒼二, KUWATA YASUKO
    平成26年度土木学会関西支部年次学術講演会, May 2014, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 福島県いわき市における上水道・下水道管路の地震被害の空間的相関
    SATO KEISUKE, KUWATA YASUKO
    土木学会第5回相互連関を考慮したライフライン減災対策に関するシンポジウム, Dec. 2013, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 道路網データに基づく下水道延長の推定の試み
    NAKAZAWA RYOTA, YAMAZAKI FUMIO, MARUYAMA YOSHIHISA, KUWATA YASUKO
    土木学会第5回相互連関を考慮したライフライン減災対策に関するシンポジウム, Dec. 2013, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 液状化による管路被害集中地域の噴砂と被害位置との空間的関係
    KATO SOJI, KUWATA YASUKO, IKEJIRI DAISUKE
    土木学会第5回相互連関を考慮したライフライン減災対策に関するシンポジウム, Dec. 2013, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 道路データを用いた下水道延長の推定の試み
    NAKAZAWA RYOTA, YAMAZAKI FUMIO, MARUYAMA YOSHIHISA, KUWATA YASUKO
    日本地震工学会・大会－2013, Nov. 2013, Japanese, 国立オリンピック記念青少年総合センター, Domestic conference
    Oral presentation

  • いわき市の管路被害分析に基づく管種・口径補正係数の提案
    SATO KEISUKE, KUWATA YASUKO
    日本地震工学会・大会－2013, Nov. 2013, Japanese, 国立オリンピック記念青少年総合センター, Domestic conference
    Oral presentation

  • 津波浸水時の道路橋背後にある水管橋への作用力評価
    NAKANISHI, KUWATA YASUKO, NAOTA AZUSA, YONEYAMA NOZOMU
    第33回地震工学研究発表会, Oct. 2013, Japanese, 土木学会

  • 東日本大震災の地震被害データに基づくいわき市の管路脆弱性評価
    KUWATA YASUKO, SATO KEISUKE, NORIMASA KOUZOU, KUMAGAI RYO
    平成25年度全国会議（水道研究発表会）, Oct. 2013, Japanese, 郡山, Domestic conference
    Oral presentation

  • 東日本大震災における水道支援の教訓と兵庫県での広域連携
    KAKISAKA YASUHIRO, MATSUSHITA MAKOTO, MATSUDA YASUTAKA, TAKAGI RYOSUKE, KUWATA YASUKO
    平成25年度全国会議（水道研究発表会）, Oct. 2013, Japanese, 日本水道協会, 郡山, Domestic conference
    Oral presentation

  • 高松市の地盤振動特性高松市の地盤振動特性を考慮した地震時管路被害の評価(II)－管路被害推定－
    KATO SO, KUWATA YASUKO, ENDO TOMOYOSHI
    平成25年度全国会議（水道研究発表会）, Oct. 2013, Japanese, 郡山, Domestic conference
    Oral presentation

  • 高松市の地盤振動特性を考慮した地震時管路被害の評価(I)－常時微動観測と地盤構造－
    ENDO TOMOYOSHI, KUWATA YASUKO, KATO SO
    平成25年度全国会議（水道研究発表会）, Oct. 2013, Japanese, 郡山, Domestic conference
    Oral presentation

  • 2011年東北地方太平洋沖地震における水道被害地点の地盤
    YOSHIDA NOZOMU, KUWATA YASUKO, TAKEDA TAKEKO
    平成25年度全国会議（水道研究発表会）, Oct. 2013, Japanese, 日本水道協会, 郡山, Domestic conference
    Oral presentation

  • 管路被害集中地域の地形や噴砂痕と被害箇所の関係
    KUWATA YASUKO, IKEJIRI DAISUKE
    第68回年次学術講演会, Sep. 2013, Japanese, 日本大学, Domestic conference
    Oral presentation

  • Evaluation of topological strength of water-supply pipeline network at earthquakes using topological index
    Yasuko Kuwata, Tasuku Okamoto
    Proc. of the 11th International Conference on Structural Safety and Reliability, Jun. 2013, English

  • 水管橋・添架管の津波被害とがれき堆積物との関係
    NAKANISHI YOICHI, KUWATA YASUKO
    平成25年度土木学会関西支部年次学術講演会, Jun. 2013, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 高松市における常時微動を用いた地盤震動特性の推定
    KATO SO, KUWATA YASUKO
    平成25年度土木学会関西支部年次学術講演会, Jun. 2013, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • システムの位相強度と震後水道復旧日数の関係
    OKAMOTO TASUKU, KUWATA YASUKO
    平成25年度土木学会関西支部年次学術講演会, Jun. 2013, Japanese, 大阪市立大学, Domestic conference
    Oral presentation

  • 東日本大震災における水管橋・添架管の津波被害分析
    YOICHI NAKANISHI, KUWATA YASUKO
    日本地震工学会年次大会2012, Nov. 2012, Japanese, 東京・国立オリンピック記念青少年総合センター, Domestic conference
    Oral presentation

  • いわき市上水道の復旧過程に関するGISデータベース構築とその活用例，－東日本大震災によるライフライン被害データベース検討委員会の活動報告その2－
    NAGATA SHIGERU, SHOJI GAKU, KUWATA YASUKO
    日本地震工学会年次大会2012, Nov. 2012, Japanese, 東京・国立オリンピック記念青少年総合センター, Domestic conference
    Oral presentation

  • いわき市の配水管路のGISデータベース構築と微地形による管路被害分析－東日本大震災によるライフライン被害データベース検討委員会の活動報告その1－
    KUWATA YASUKO
    日本地震工学会年次大会2012, Nov. 2012, Japanese, 東京・国立オリンピック記念青少年総合センター, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における那珂川水管橋の被害メカニズム
    KAMINAKA RYO, KUWATA YASUKO
    土木学会第32回地震工学研究発表会, Oct. 2012, Japanese, 東京大学生産技術研究所, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における宮城県北西部の管路被害分析
    KUWATA YASUKO, OHNO AKIHIRO
    土木学会第32回地震工学研究発表会, Oct. 2012, Japanese, 東京大学生産技術研究所, Domestic conference
    Oral presentation

  • Liquefaction hot-spot based on pipeline damage and topographical history in the Kashima region during the 2011 off the Pacific coast of Tohoku earthquake
    KUWATA YASUKO, IKEJIRI DAISUKE
    The 15th World Conference on Earthquake Engineering, Sep. 2012, English, The 15th World Conference on Earthquake Engineering

  • Influence to water outage due to damage to regional water supply during the 2011 off the Pacific coast of Tohoku earthquake
    OKAMOTO TASUKU, KUWATA YASUKO
    The 15th World Conference on Earthquake Engineering, Sep. 2012, English, The 15th World Conference on Earthquake Engineering

  • Damage mechanism of the Nakagawa water-pipe bridge during the 2011 off the Pacific coast of Tohoku earthquake
    KAMINAKA RYO, KUWATA YASUKO
    The 15th World Conference on Earthquake Engineering, Sep. 2012, English, The 15th World Conference on Earthquake Engineering

  • 東北地方太平洋沖地震における那珂川水管橋の地震応答特性
    KAMINAKA RYO, KUWATA YASUKO
    土木学会第67回年次学術講演会, Sep. 2012, Japanese, 名古屋大学, Domestic conference
    Oral presentation

  • 建物被害に合う地震動強度指標の東北地方太平洋沖地震への適用
    OKAMOTO ATSUOKI, KUWATA YASUKO
    土木学会第67回年次学術講演会, Sep. 2012, Japanese, 名古屋大学, Domestic conference
    Oral presentation

  • 管路被害分布に基づく液状化集中域の特定とその旧地形
    KUWATA YASUKO, IKEJIRI DAISUKE
    土木学会第67回年次学術講演会, Sep. 2012, Japanese, 名古屋大学, Domestic conference
    Oral presentation

  • 微動観測による水戸市那珂川水管橋の振動特性
    KAMINAKA RYO, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 東北地方太平洋地震による下水処理施設の被災・復旧プロセスの類型化分析
    SHIBATA HIROSHI, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における広域水道送水停止による断水長期化分析
    OKAMOTO TASUKU, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における宮城県北西部の配水管路被害分析
    OHNO AKIHIRO, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における1-2秒が卓越した地震動と建物被害との関係
    OKAMOTO ATSUOKI, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 下水道複合管の合理的な耐震性能照査手法についての検討
    ESUMI YUKI, KUWATA YASUKO
    平成23年度土木学会関西支部年次学術講演会, Jun. 2012, Japanese, 神戸市高等専門学校, Domestic conference
    Oral presentation

  • 東北地方太平洋沖地震における断水長期化の要因分析
    KUWATA YASUKO, OKAMOTO TASUKU
    第63回全国水道研究発表会, May 2012, Japanese, 松江, Domestic conference
    Oral presentation

  • Emergency-response capacity of lifelines after wide-area earthquake disasters
    Yasuko KUWATA, Yoji OHNISHI
    Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, Mar. 2012, English

  • Analysis of the impact of water-supply outages due to multiple factors caused by the 2011 Tohoku earthquake
    Yasuko KUWATA, Tasuku OKAMOTO
    Proceedings of 9th International Conference on Urban Earthquake Engineering/ 4th Asia Conference on Earthquake Engineering, Mar. 2012, English

  • 東日本大震災における広域水道送水停止の末端供給への波及
    Tasuku OKAMOTO, Yasuko KUWATA
    第3回「相互連関を考慮したライフライン減災対策に関するシンポジウム」, Dec. 2011, Japanese, 土木学会地震工学委員会, 土木学会, Domestic conference
    Oral presentation

  • Inhabitant consciousness on disaster reconstruction of water supply system in Banda Aceh, Indonesia
    Yasuko KUWATA
    Proceedings of Disaster Management and Climate Change Conference, Nov. 2011, English, 建設工学研究所

  • 北海道浦河町における泥炭地盤の地震応答解析と管路被害
    Tatsumasa WATANABE, Yasuko KUWATA, Hiroyuki GOTO
    土木学会第31回地震工学研究発表会, Nov. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • 広域災害時における応急給水能力に関する一考察 ―東日本大震災の事例―
    Yoji OHNISHI, Yasuko KUWATA
    土木学会第31回地震工学研究発表会, Nov. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • バンダアチェにおける水道システム震災復興と住民の水利用への影響
    Yasuko KUWATA, Masaharu NAGASAWA
    土木学会第31回地震工学研究発表会, Nov. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • トポロジカルインデックスによる水道システム統合の位相強度への影響評価
    Tasuku OKAMOTO, Yasuko KUWATA
    土木学会第31回地震工学研究発表会, Nov. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • Seismic countermeasures of water supply system considering water demand in Indonesia
    Yasuko KUWATA, Norio MAKI, Yuka KARATANI, Dirhamsyah, Pribadi S
    International Workshop on Multi-disciplinary Hazard Reduction from Earthquake and Volcanoes in Indonesia, Nov. 2011, English, JST-JICA, JICA Hyogo, International conference
    Oral presentation

  • 2011年東北地方太平洋沖地震における古川ガス本震記録の推定
    Horoyuki GOTO, Hitoshi MORIKAWA, Yasuko KUWATA
    土木学会第31回地震工学研究発表会, Nov. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • Detailed analysis on pipeline damage based on seismic ground motion in Urakawa, Hokkaido
    Yasuko KUWATA, Tatsumasa WATANABE, Yuya NISHI, Nobuo TAKAI
    Proceedings of the 7th Japan-US-Taiwan Workshop on Water System Seismic Practices, JWWA, Oct. 2011, English

  • Seismic evaluation of rehabilitated sewage pipe
    Yasuko KUWATA, Yuki ESUMI
    EIT-JSCE Symposium on Engineering for Geo-Hazards: Earthquake and Landslides- for Surface and Subsurface Structure, Sep. 2011, English

  • 兵庫県南部地震における地震外力指標とライフライン被害との関係の再検証
    Tatsumasa WATANABE, Yasuko KUWATA
    土木学会第66回年次学術講演会, Sep. 2011, Japanese, 土木学会, 愛媛大学, Domestic conference
    Oral presentation

  • 建物の等価周期帯に着目した震度算定法の提案
    Sakae SAITO, Yasuko KUWATA
    土木学会第66回年次学術講演会, Sep. 2011, Japanese, 土木学会, 愛媛大学, Domestic conference
    Oral presentation

  • トポロジカルインデックスを用いた地震動レベルにおける水道管路系強度特性
    Tasuku OKAMOTO, Yasuko KUWATA
    土木学会第66回年次学術講演, Sep. 2011, Japanese, 土木学会, 愛媛大学, Domestic conference
    Oral presentation

  • Proposal for system strength index of water supply pipeline network at earthquakes using topological index
    Yasuko KUWATA, Tasuku OKAMOTO
    The 13th International Summer Symposium，JSCE, Aug. 2011, English

  • 北海道浦河町における泥炭地盤の震動特性と過去の地震被害との関係
    Tatsumasa WATANABE, Yasuko KUWATA, Yuya NISHI
    平成23年度土木学会関西支部年次学術講演会, May 2011, Japanese, 土木学会関西支部, 関西大学, Domestic conference
    Oral presentation

  • 地域防災力指標に潜在する全国市町村の地域特性
    Jun TAKECHI, Yasuko KUWATA
    平成23年度土木学会関西支部年次学術講演会, May 2011, Japanese, 土木学会関西支部, 関西大学, Domestic conference
    Oral presentation

  • トポロジカルインデックスを援用した地震時水道系強度指標の提案
    Tasuku OKAMOTO, Yasuko KUWATA
    平成23年度土木学会関西支部年次学術講演会, May 2011, Japanese, 土木学会関西支部, 関西大学, Domestic conference
    Oral presentation

  • アンケート調査による低震度階における人間の震動覚知感度分析
    Sakae SAITO, Yasuko KUWATA
    平成23年度土木学会関西支部年次学術講演会, May 2011, Japanese, 土木学会関西支部, 関西大学, Domestic conference
    Oral presentation

  • 水道施設の被害
    Yasuko KUWATA, Shin KATAGIRI
    土木学会地震工学委員会東日本大震災被害報告会, Apr. 2011, Japanese, 土木学会地震工学委員会, 東京大学, Domestic conference
    Oral presentation

  • 水道事業体の地震当日における応急給水評価モデルの提案
    Yasuko KUWATA, Ryoko IKEDA
    第2回「相互連関を考慮したライフライン減災対策に関するシンポジウム」, Dec. 2010, Japanese, 土木学会地震工学委員会, 土木学会, Domestic conference
    Oral presentation

  • 中山間地域の地震後生活維持に関する実態調査 －東濃瑞浪地区の事例－
    Yasuko KUWATA, Jun TAKECHI, Tadataka NAKASHIMA, Yutaka OHTA
    第13回日本地震工学シンポジウム, Nov. 2010, Japanese, 日本地震工学会, つくば, Domestic conference
    Oral presentation

  • 地震タイプによる揺れ最中における避難行動可能時間の定量化
    Yasuko KUWATA, Sakae SAITO
    第13回日本地震工学シンポジウム, Nov. 2010, Japanese, 日本地震工学会, つくば, Domestic conference
    Oral presentation

  • 四川省ブン川地震における都江堰市内の断層近傍における被害と地盤特性
    Yasuko KUWATA, Sakae SAITO, Takao MIYATA, 洪 景鵬, 付 小方
    第3回近年の国内外で発生した大地震の記録と課題に関するシンポジウム, Nov. 2010, Japanese, 土木学会地震工学委員会, 土木学会, Domestic conference
    Oral presentation

  • 材料強度のばらつきが更生管きょの耐震性能におよぼす影響
    Yasuko KUWATA, Yuki ESUMI, Shiro TAKADA
    第13回日本地震工学シンポジウ, Nov. 2010, Japanese, 日本地震工学会, つくば, Domestic conference
    Oral presentation

  • Available escape time during an earthquake
    Yasuko KUWATA, Sakae SAITO
    Mizunami International Symposium on Earthquake Casualties and Health Consequences, Nov. 2010, English, Tono Research Institute of Earthquake Science, Mizunami, Gifu, International conference
    Oral presentation

  • 中山間地域の防災
    Yasuko KUWATA
    瑞浪市民を対象とした地震防災講演会, Oct. 2010, Japanese, 東濃地震科学研究所, 瑞浪, Domestic conference
    Oral presentation

  • 水道施設の地震対策のあり方―国内外の地震現地調査から
    Yasuko KUWATA
    平成22年度第34回水道大学基礎講座, Oct. 2010, Japanese, 全国簡易水道協議会, 東京, Domestic conference
    [Invited]
    Invited oral presentation

  • Probabilistic seismic hazard analysis consisting PGA, PGV and acceleration spectra for Iran
    Hamid SAFFARI, Yasuko KUWATA, Shiro TAKADA, Abbas MAHDAVIAN
    7th ACES International Workshop, Oct. 2010, English, CREST Earthquake & Tsunami Predictive Simulation Project Team, Ohtaru, International conference
    Poster presentation

  • 文化財地区における地中管路の簡易耐震診断チャートの構築と適用例
    Yuki ESUMI, Yasuko KUWATA, Shiro TAKADA, Shuichi YAMASAKI
    土木学会第65回年次学術講演会, Sep. 2010, Japanese, 土木学会, 北海道大学, Domestic conference
    Oral presentation

  • 四川省都江堰の断層近傍における地震被害と表面波探査による地盤構造
    Sakae SAITO, Yasuko KUWATA, Takao MIYATA, 洪 景鵬, 付 小方
    土木学会第65回年次学術講演会, Sep. 2010, Japanese, 土木学会, 北海道大学, Domestic conference
    Oral presentation

  • The effect of the industrial water outage on manufacturing business after the Kobe earthquake
    Yasuko KUWATA, Jun TAKECHI
    Proceedings of the 14th European Conference on Earthquake Engineering, Aug. 2010, English

  • Probabilistic seismic hazard analysis consisting PGA, PGV and acceleration spectra for southern Iran
    Hamid SAFFARI, Yasuko KUWATA, Shiro TAKADA
    Proceedings of the 14th European Conference on Earthquake Engineering, Aug. 2010, English

  • 地震時の人的資源を考慮した応急給水業務評価法
    Yasuko KUWATA, Ryoko IKEDA
    第61回全国水道研究発表会講演集, May 2010, Japanese, 日本水道協会, 新潟, Domestic conference
    Oral presentation

  • 地震後応急給水業務の開始のための職員参集条件について
    Ryoko IKEDA, Yasuko KUWATA
    平成22年度土木学会関西支部年次学術講演会, May 2010, Japanese, 土木学会関西支部, 京都大学, Domestic conference
    Oral presentation

  • 断層に対するライフライン構造物の対策と今後の課題
    Yasuko KUWATA
    関西活断層シンポジューム －強災都市を目指して－, May 2010, Japanese, 地域地盤環境研究所, Osaka, Domestic conference
    Public symposium

  • 瞬間計測震度を用いた地震タイプによる人間の避難行動可能時間の分析
    Sakae SAITO, Yasuko KUWATA
    平成22年度土木学会関西支部年次学術講演会, May 2010, Japanese, 土木学会関西支部, 京都大学, Domestic conference
    Oral presentation

  • 四川地震被災者の地震後一年間の生活状況調査
    Jun TAKECHI, Yasuko KUWATA
    平成22年度土木学会関西支部年次学術講演会, May 2010, Japanese, 土木学会関西支部, 京都大学, Domestic conference
    Oral presentation

  • 更生材料を考慮した下水道複合構造管の長手方向耐震性
    Yuki ESUMI, Yasuko KUWATA, Shiro TAKADA
    平成22年度土木学会関西支部年次学術講演会, May 2010, Japanese, 土木学会関西支部, 京都大学, Domestic conference
    Oral presentation

  • Site amplifications of Iran major seismic zones
    Hamid SAFFARI, Yasuko KUWATA, Shiro TAKADA
    平成22年度土木学会関西支部年次学術講演会, May 2010, English, 土木学会関西支部, 京都大学, Domestic conference
    Oral presentation

  • 地震後の安定した水供給のための研究と技術
    Yasuko Kuwata
    いのちの水シンポジウム ―緊急時の用水確保に関する検証―, Jan. 2010, Japanese, 神戸大学都市安全センター, 神戸, Domestic conference
    Oral presentation

  • 瞬間計測震度による避難行動余裕時間の評価 －緊急地震速報との関連づけに向けて－
    Yasuko Kuwata, Sakae Saito
    大加速度・速度の強震動の生成と地震被害に関する研究集会, Jan. 2010, Japanese, 京都大学防災研究所, 京都, Domestic conference
    Oral presentation

  • 工業用水及び他ライフラインの地震時供給停止による製造業への影響
    Yasuko Kuwata, Jun Takechi
    相互連関を考慮したライフライン減災対策に関するシンポジウム, Dec. 2009, Japanese, 土木学会地震工学委員会, 東京, Domestic conference
    Oral presentation

  • 地中レーダ・表面波探査による中国四川盆地，都江堰地域のブラインド断層の研究
    Takao Miyata, Ayako Hirai, Yasuko Kuwata, Jingpeng Hong, Xiaofang Fu, Liwei Hou
    日本活断層学会2009年度秋季学術大会, Oct. 2009, Japanese, 日本活断層学会, Domestic conference
    Oral presentation

  • Spectral acceleration attenuation of strong ground motion in Iran using two-step regression analysis
    Hamid Saffari, Yasuko Kuwata, Shiro Takada, Abbas Mahdavian
    The First Workshop on Strong Ground Motion and Seismic Hazard Assessment, Oct. 2009, English, Building and Housing Research Institute, Iran, Tehran, International conference
    Oral presentation

  • Site specific design spectra under consideration of regional seismicity in Hyogo, Japan
    Yasuko Kuwata, Shiro Takada, Yasushi Takuma
    The First Workshop on Strong Ground Motion and Seismic Hazard Assessment, Oct. 2009, English, Building and Housing Research Institute, Iran, Tehran, International conference
    Oral presentation

  • 都市の地震時職員参集に関わる遅延要因
    Yasuko Kuwata, Hirokazu Yasui
    土木学会第64回年次学術講演会, Sep. 2009, Japanese, 土木学会, 九州大学, Domestic conference
    Oral presentation

  • 震災後の工業用水供給停止による受水企業への波及分析
    Jun Takechi, Yasuko Kuwata
    土木学会第64回年次学術講演会, Sep. 2009, Japanese, 土木学会, 九州大学, Domestic conference
    Oral presentation

  • 神戸大学周辺の地震観測と加速度オービット解析
    Sakae Saito, Yasuko Kuwata
    土木学会第64回年次学術講演会, Sep. 2009, Japanese, 土木学会, 九州大学, Domestic conference
    Oral presentation

  • 上町断層帯地震における大阪市水道局職員参集シミュレーション
    Ryoko Ikeda, Yasuko Kuwata
    第28回日本自然災害学会学術講演会, Sep. 2009, Japanese, 本自然災害学会, 京都, Domestic conference
    Oral presentation

  • 四川省都江堰の断層近傍における表面波探査
    Sakae Saito, Yasuko Kuwata, Takao Miyata, 付 小方, 洪 景鵬
    第28回日本自然災害学会学術講演会, Sep. 2009, Japanese, 日本自然災害学会, 京都, Domestic conference
    Oral presentation

  • 硬質塩化ビニル管継手特性による地震被害の軽減
    Yohei Maruo, Yasuko Kuwata
    第28回日本自然災害学会学術講演会, Sep. 2009, Japanese, 日本自然災害学会, 京都, Domestic conference
    Oral presentation

  • Spectral attenuation relation for Iran
    Saffari Hamid, Yasuko Kuwata, Shiro Takada
    第28回日本自然災害学会学術講演会, Sep. 2009, Japanese, 日本自然災害学会, 京都, Domestic conference
    Oral presentation

  • 大都市水道事業体における地震時職員参集モデルの構築
    Yasuko Kuwata, Hirokazu Yasui
    第30 回土木学会地震工学研究発表会, May 2009, Japanese, 土木学会地震工学委員会, Tokyo, Domestic conference
    Oral presentation

  • 震災時の用水確保に向けた水道事業体と地域社会との協同のあり方～「緊急時の用水確保に対する研究会」の活動～
    齋藤 雅彦, 沖村 孝, 有木 康雄, 平山 修久, 鍬田 泰子
    第60回全国水道研究発表会講演集, May 2009, Japanese, 社団法人 日本水道協会, 埼玉, Domestic conference
    Oral presentation

  • 神戸大学周辺の斜面地の地盤震動特性
    Sakae Saito, Yasuko Kuwata
    平成21年度土木学会関西支部年次学術講演会, May 2009, Japanese, 土木学会関西支部, 神戸, Domestic conference
    Oral presentation

  • 上水道を考慮した工業用水道管路の復旧戦略と効果
    Jun Takechi, Yasuko Kuwata
    平成21年度土木学会関西支部年次学術講演会, May 2009, Japanese, 土木学会関西支部, 神戸, Domestic conference
    Oral presentation

  • 写真測量による街区建物群の地震被災度調査法の提案
    鍬田 泰子
    近年の大地震の特徴と構造物の耐震性に関する研究集会, Feb. 2009, Japanese, 京都大学防災研究所, 京都, Domestic conference
    Oral presentation

  • Comprehensive disaster mitigation of lifeline from recent earthquakes
    Yasuko Kuwata
    Joint Symposium on Symbiotic Approaches for Disaster Mitigation, Learnt form Kobe, Java-mid and Sichuan Earthquake, Feb. 2009, English, Kobe University, Kobe University, International conference
    Oral presentation

  • 災害時の職員参集に関する影響分析
    鍬田 泰子, 安井 裕一, 宮崎 博明
    日本水道協会関西地方支部研究発表会, Nov. 2008, Japanese, 日本水道協会関西地方支部, 伊丹、大阪, Domestic conference
    Oral presentation

  • Seismic performance of pipeline under the fault line and its countermeasures
    Yasuko Kuwata
    International Earthquake Conference, Nov. 2008, English, City of Los Angeles, Los Angeles, US, International conference
    [Invited]
    Invited oral presentation

  • Assessment and seismic hazard map of the two parallel-running active faults in Baku City, Azerbaijan
    Takao Miyata, Yasuko Kuwata, T. Harada, Fegan Aliyev
    日本活断層学会2008年度秋季学術大会, Nov. 2008, Japanese, 日本活断層学会, Domestic conference
    Oral presentation

  • Seismic performance of complicated pipeline network
    Yasuko Kuwata, Shiro Takada, Shuichi Yamasaki
    Proceedings of the 14th World Conference on Earthquake Engineering, Oct. 2008, English

  • Priority evaluation of seismic mitigation in pipeline networks using multicriteria analysis fuzzy AHP
    Mohammad Bagher Javanbarg, Shiro Takada, Yasuko Kuwata
    Proceedings of the 14th World Conference on Earthquake Engineering, Oct. 2008, English

  • Fragility function of buried pipelines under high level of ground motion with the aid of Dem analysis
    Shiro Takada, Yasuko Kuwata, Yuki Tanaka
    Proceedings of the 14th World Conference on Earthquake Engineering, Oct. 2008, English

  • Development of seismic design code for oil facilities in Iran
    Seyedi, M. N, Shiro Takada, Junichi Ueno, Morteza Bastami, Yasuko Kuwata
    Proceedings of the 14th World Conference on Earthquake Engineering, Oct. 2008, English

  • 汶川地震の地表断層変位と周辺建物被害
    鍬田 泰子, 高田 至郎, 上野 淳一, 東 俊司, 劉 中元, 有村 源介
    第27回日本自然災害学会学術講演会, Sep. 2008, Japanese, 日本自然災害学会, 九州大学, Domestic conference
    Oral presentation

  • 汶川地震における都江堰周辺の水道施設被害と復旧対応
    高田 至郎, 上野 淳一, 鍬田 泰子, 東 俊司, 劉 中元, 有村 源介
    第27回日本自然災害学会学術講演会, Sep. 2008, Japanese, 日本自然災害学会, 九州大学, Domestic conference
    Oral presentation

  • 地中管路に作用する地盤流動力実験と解析検証
    劉 中元, 高田 至郎, 鍬田 泰子, 福島 修司
    土木学会第63回年次学術講演会, Sep. 2008, Japanese, 土木学会, 東北大学, Domestic conference
    Oral presentation

  • 岩手宮城内陸地震における水道施設の被害と復旧
    山下 慎吾, 鍬田 泰子
    第27回日本自然災害学会学術講演会, Sep. 2008, Japanese, 日本自然災害学会, 九州大学, Domestic conference
    Oral presentation

  • 管路網における異形継手管の耐震性評価
    山﨑 修一, 鍬田 泰子, 高田 至郎
    第27回日本自然災害学会学術講演会, Sep. 2008, Japanese, 日本自然災害学会, 九州大学, Domestic conference
    Oral presentation

  • タイ・パンガー県ライフライン施設の津波復旧・復興戦略とその課題
    松本 麻美, 鍬田 泰子, 高田 至郎
    土木学会第63回年次学術講演会, Sep. 2008, Japanese, 土木学会, 東北大学, Domestic conference
    Oral presentation

  • 有継手管路異形管部の耐震性能に関する検討
    山﨑 修一, 吉成 英俊, 高田 至郎, 鍬田 泰子
    平成20年度土木学会関西支部年次学術講演会, May 2008, Japanese, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • 病院ライフラインの耐震化パイロット事業に関わる費用便益算定法の提案
    鍬田 泰子, 高田 至郎, 辰野 由佳
    平成20年度土木学会関西支部年次学術講演会, May 2008, Japanese, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • 地中管路に作用する地盤流動力に関する研究
    劉 中元, 高田 至郎, 鍬田 泰子, 福島 修司
    平成20年度土木学会関西支部年次学術講演会, May 2008, Japanese, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • 水道事業規模による管路耐震化状況の定量的評価手法
    安井 裕一, 高士 直哉, 鍬田 泰子, 高田 至郎
    平成20年度土木学会関西支部年次学術講演会, May 2008, Japanese, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • 下水道複合管の付着特性による耐震性評価
    山下 慎吾, 高田 至郎, 鍬田 泰子
    平成20年度土木学会関西支部年次学術講演会, May 2008, Japanese, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • Women's position and role in human resource flourishing in civil engineering in Japan
    Yasuko Kuwata
    The First International Conference on the Human Resources Flourishing, May 2008, English, Azad University, Esfahan, Iran, International conference
    [Invited]
    Invited oral presentation

  • Water supply pipeline damage related with geomorphology and geology in Kashiwazaki-city
    Jerome Blard, Yasuko Kuwata, Shiro Takada
    平成20年度土木学会関西支部年次学術講演会, May 2008, English, 土木学会関西支部, 近畿大学, Domestic conference
    Oral presentation

  • Lessons learned from past earthquakes
    Yasuko Kuwata
    Seismic Rehabilitation Workshop, May 2008, English, Azad University, Esfahan, Iran, International conference
    [Invited]
    Invited oral presentation

  • Business restoration related to lifeline after tsunami disaster
    Yasuko Kuwata, Shiro Takada
    Proceedings of International Symposium on the Restoration Program from Giant Earthquakes and Tsunamis, Jan. 2008, English

  • Decision making process for construction business continuity during earthquakes using Bayesian network
    Yasuko Kuwata, Shiro Takada, Hirokazu Yasui
    Proceedings of the 5th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, Nov. 2007, English

  • An investigation on the fracture of water distribution polyethylene pipeline due to large landslide during the 2004 Niigata Chuetsu earthquake
    Shiro Takada, Yasuko Kuwata, Yuki Tanaka, Syuji Fukushima, Shin Katagiri
    Proceedings of the 5th China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering, Nov. 2007, English

  • 新潟県中越沖地震における水道施設の被害と復旧
    鍬田 泰子, 高田 至郎
    日本水道協会関西地方支部第51回研究発表会, Nov. 2007, Japanese, 日本水道協会関西地方支部, Domestic conference
    Oral presentation

  • 大阪平野における既往海溝型地震による地震動
    香川 敬生, 大西 良弘, 鍬田 泰子, 澤田 純男
    日本地震学会2007年秋季大会, Oct. 2007, Japanese, 日本地震学会, Domestic conference
    Oral presentation

  • 文化財地区の消火用水道管ネットワークの地震応答解析
    山﨑 修一, 高田 至郎, 鍬田 泰子
    土木学会第62回年次学術講演会, Sep. 2007, Japanese, 土木学会, 広島大学, Domestic conference
    Oral presentation

  • 二層構造管の耐震性に及ぼす地盤条件・口径の影響
    山下 慎吾, 高田 至郎, 鍬田 泰子
    土木学会第62回年次学術講演会, Sep. 2007, Japanese, 土木学会, 広島大学, Domestic conference
    Oral presentation

  • 中山間地における地震時集落孤立可能性指標に関する分析
    鍬田 泰子, 高田 至郎, 津田 沙織
    土木学会第62回年次学術講演会, Sep. 2007, Japanese, 土木学会, 広島大学, Domestic conference
    Oral presentation

  • 地震時の集落孤立要因と災害対応における課題
    鍬田 泰子, 高田 至郎, 立花 正裕
    日本自然災害学会学術講演会, Sep. 2007, Japanese, 日本自然災害学会, 北海道大学, Domestic conference
    Oral presentation

  • 建設事業継続の最適意思決定プロセス
    安井 裕一, 鍬田 泰子, 高田 至郎
    土木学会第62回年次学術講演会, Sep. 2007, Japanese, 土木学会, 広島大学, Domestic conference
    Oral presentation

  • ライフラインの被害
    鍬田 泰子
    2007年新潟県中越沖地震被害報告会, Sep. 2007, Japanese, 土木学会地震工学委員会, 九州大学, Domestic conference
    Oral presentation

  • 水道の被害
    鍬田 泰子
    2007年新潟県中越沖地震災害調査報告会, Aug. 2007, Japanese, 土木学会, 日本建築学会, 日本地震工学会, 地盤工学会, 日本地震学会, 東京, Domestic conference
    Oral presentation

  • 文化財地区の消火用水道管路ネットワークの地震応答分析
    山﨑 修一, 高田 至郎, 鍬田 泰子
    平成19年度土木学会関西支部年次学術講演会, May 2007, Japanese, 土木学会関西支部, Domestic conference
    Oral presentation

  • 地盤変状を想定した二層構造管管軸方向の耐震性評価
    山下 慎吾, 高田 至郎, 鍬田 泰子
    平成19年度土木学会関西支部年次学術講演会, May 2007, Japanese, 土木学会関西支部, Domestic conference
    Oral presentation

  • 高レベル地震動を受ける有継手管路の損傷解析
    田中 祐樹, 高田 至郎, 鍬田 泰子
    平成19年度土木学会関西支部年次学術講演会, May 2007, Japanese, 土木学会関西支部, Domestic conference
    Oral presentation

  • ベイジアンネットワークを用いた震後事業継続のための緊急対応プロセス
    安井 裕一, 鍬田 泰子, 高田 至郎
    平成19年度土木学会関西支部年次学術講演会, May 2007, Japanese, 土木学会関西支部, Domestic conference
    Oral presentation

  • どこから水を
    Yasuko Kuwata
    救命ライフライン市民セミナー, May 2007, Japanese, 神戸市, Domestic conference
    Oral presentation

  • 津波被害による事業ベースの復旧と事業継続への影響
    鍬田 泰子, 高田 至郎, Chandana Dinesh, Kumara Parapayalage
    第12回日本地震工学シンポジウム論文集, Nov. 2006, Japanese

  • 地すべり地盤流動を受ける管路破断挙動の解析的検討
    田中 祐樹, 鍬田 泰子, 高田 至郎
    第12回日本地震工学シンポジウム論文集, Nov. 2006, Japanese

  • SEISMIC VULNERABILITY EVALUATION OF WATER DELIVERY SYSTEMS
    Mohammad B. Javanbarg, Shiro Takada, Yasuko Kuwata
    第12回日本地震工学シンポジウム論文集, Nov. 2006, English

  • Seismic risk assessment of power supply system in consideration of restoration process
    Bastami Morteza, Shiro Takada, Yasuko Kuwata
    第12回日本地震工学シンポジウム論文集, Nov. 2006, English

  • Seismic microzonation in Baku, Azerbaijan using surface wave test
    Shiro Takada, Yasuko Kuwata, Masaki Shintani
    Seismic risk study in Baku City, Azerbaijan, Proceedings of international workshop on seismic risk study in Baku City, Nov. 2006

  • Seismic hazard analysis in Baku, Azerbaijan from probabilistic and deterministic approaches
    Yasuko Kuwata, Shiro Takada, Masaki Shintani
    Seismic risk study in Baku City, Azerbaijan, Proceedings of international workshop on seismic risk study in Baku City, Nov. 2006

  • A new simulation tool for pre- and post- failure behavior of buried pipelines and its application to pipeline failed by landslide
    Yuki Tanaka, Yasuko Kuwata, Shiro Takada
    Seismic risk study in Baku City, Azerbaijan, Proceedings of international workshop on seismic risk study in Baku City, Nov. 2006

  • スリランカの事業ベース津波被害による事業継続への影響評価
    鍬田 泰子, 高田 至郎, C. D. K. Parapayalage
    第25回自然災害学会学術講演会, Nov. 2006, Japanese, 自然災害学会, Domestic conference
    Oral presentation

  • Opak断層近傍の地震動強度とライフラインの機能損傷―2006年ジャワ島中部地震被害調査―
    鍬田 泰子, 高田 至郎, 田熊 靖史, 柴田 安啓
    第25回自然災害学会学術講演会, Nov. 2006, Japanese, 自然災害学会, Domestic conference
    Oral presentation

  • 来るべき大地震に備えて行政・市民は何をすべきか
    Yasuko Kuwata
    市民向けフォーラム「来るべき地震に備えて －阪神・淡路大震災の教訓をいかす－」, Oct. 2006, Japanese, 石川県庁, Domestic conference
    Oral presentation

  • Seismic Risk Assesment for Urban Safety in Baku, Azerbaijan
    Shiro Takada, Yasuko Kuwata
    COEシアトルシンポジウム, Oct. 2006, English, Domestic conference
    Oral presentation

  • METHODOLOGY AND APPLYCATION OF FLOW PATH ANALYSIS OF LIFELINE NETWORK SYSTEMS
    Morteza BASTAMI, Shiro TAKADA, Yasuko KUWATA
    First European Conference on Earthquake Engineering and Seismology, Sep. 2006, English

  • BUSINESS IMPACT AND RESTORATION MODEL FROM TSUNAMI DISASTER
    Yasuko KUWATA, Shiro TAKADA, Chandana Dinesh Kumara PARAPAYALAGE
    First European Conference on Earthquake Engineering and Seismology, Sep. 2006, English

  • 壁との接触を考慮した家具の転倒挙動解析
    鍬田 泰子, 柴田 安啓, 高田 至郎
    第61回土木学会年次学術講演会、I-293, Sep. 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 津波によるライフライン供給停止が事業継続に与える影響
    鍬田 泰子, 高田 至郎, C. D. K. Parapayalage
    第61回土木学会年次学術講演会、I-292, Sep. 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 水道管路設計に関する日米指針の比較～日本水道協会指針と米国ALA指針～
    鍬田 泰子, 田熊 靖史, 高田 至郎
    第61回土木学会年次学術講演会、I-053, Sep. 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • ライフライン系の被害調査
    Yasuko Kuwata
    2006年5月27日インドネシアジャワ島中部地震による被害に関する調査研究 研究成果速報会, Sep. 2006, Japanese, 東京大学, Domestic conference
    Oral presentation

  • ポリエチレン管路の破断に与える流動地盤特性の影響
    鍬田 泰子, 高田 至郎
    第61回土木学会年次学術講演会、I-456, Sep. 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • On the Strategic viewpoints for Mitigation and Reconstruction for the Mid-Java Earthquake Disaster from the Lessons of Disasters in Japan
    Tsutomu Shigemura, Yoshimitsu Shiozaki, Hisashi Nanba, Akihiko Hokugo, Tamotsu Asai, Hiroshi Adachi, Atsushi Iiduka, Yasuko Kuwata
    International Symposium on Earthquake Engineering & Infrastructure & Building Retrofitting (EE & IBR), Aug. 2006, English

  • 2003年イラン・バム地震の特徴と課題
    Yasuko Kuwata, Shiro Takada
    「近年の国内外で発生した大地震の記録と課題」シンポジウム論文集, Jul. 2006, Japanese

  • 津波強度レベルによる事業体ベースの復旧プロセス
    鍬田 泰子, 高田 至郎, C. D. K. Parapayalage
    土木学会関西支部年次学術講演会, May 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 地震実被害データに基づく水道管種による被害低減率と地震動速度の関係
    田熊 靖史, 鍬田 泰子, 高田 至郎
    土木学会関西支部年次学術講演会, May 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 地震時の家具の滑り、転倒挙動と地震動強度
    柴田 安啓, 高田 至郎, 鍬田 泰子, RADAN IVANOV
    土木学会関西支部年次学術講演会, May 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 斜面崩壊を受ける水道配水用ポリエチレン管の破断メカニズムについて
    田中 祐樹, 高田 至郎, 鍬田 泰子, RADAN IVANOV, 福島 修司, 山本 祐司
    土木学会関西支部年次学術講演会, May 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • アゼルバイジャン・バクー市における地震動発生リスク
    新谷 正樹, 高田 至郎, 鍬田 泰子
    土木学会関西支部年次学術講演会, May 2006, Japanese, 土木学会, Domestic conference
    Oral presentation

  • SEISMIC RISK EVALUATION OF WEAK WATER SUPPLY PIPELINE TO HOSPITAL
    Y. Kuwata, S. Takada, M. Nakao
    Proceedings of 8th U.S. National Conference on Earthquake Engineering, L.A, Apr. 2006, English

  • SEISMIC RISK EVALUATION OF BURIED PIPELINES BY KDD METHOD
    M.B. Javanbarg, S. Takada, Y. Kuwata, E. Harayama
    Proceedings of 8th U.S. National Conference on Earthquake Engineering, L.A, Apr. 2006, English

  • DAMAGE AND RESTORATION PROCESS OF LIFELINES DURING THE DECEMBER SUMATRA TSUNAMI EARTHQUAKE
    Shiro Takada, Yasuko Kuwata, Arun Pieta
    ASIA CONFERENCE ON EARTHQUAKE ENGINEERING, Mar. 2006, English
    Others

  • 病院水道システムの被災とリスク評価
    高田 至郎, 金 芸花, 鍬田 泰子
    西宮水道局講演会, 2006, Japanese, 未記入, 未記入, Domestic conference
    Oral presentation

  • 地震時の病院への水供給の信頼性と対策効果
    高田 至郎, 鍬田 泰子
    土木学会地震工学論文集、No.37, 2006, Japanese, 土木学会, 未記入, Domestic conference
    Oral presentation

  • Damage and Restoration of Lifeline in Thailand due to the 2004 Giant Earthquake and Tsunami in the Indian Ocean
    Yasuko Kuwata, Shiro Takada, Pieta Arun
    International Workshop on the Restoration Program from Giant Earthquake and Tsunami, Dec. 2005, English, 東京大学地震研究所, Domestic conference
    Oral presentation

  • 地すべり・斜面地形が及ぼす配水管被害への影響－新潟県中越地震の場合－
    鍬田 泰子, 高田 至郎, Javanbarg Mohammad Bagher, 勤息 義弘
    日本自然災害学会学術講演会, Nov. 2005, Japanese, 日本自然災害学会, Domestic conference
    Oral presentation

  • 新潟県中越地震における山古志・池谷地区の地すべりによる水道配水管破断と被災要因分析
    高田 至郎, 鍬田 泰子, 福島 修司, 山本 祐司, Radan Ivanov, 田中 祐樹
    日本自然災害学会学術講演会, Nov. 2005, Japanese, 日本自然災害学会, Domestic conference
    Oral presentation

  • 消防専用水道システムの構築に関する研究
    勤息 義弘, 高田 至郎, 鍬田 泰子
    日本自然災害学会学術講演会, Nov. 2005, Japanese, 日本自然災害学会, Domestic conference
    Oral presentation

  • アゼルバイジャン・バクー市における表面波探査と地震ハザード分析
    高田 至郎, 鍬田 泰子, 新谷 正樹
    日本自然災害学会学術講演会, Nov. 2005, Japanese, 日本自然災害学会, Domestic conference
    Oral presentation

  • Seismic Damage Estimation of Kobe Water Pipeline by KDD
    Javanbarg Mohammad Bagher, Shiro Takada, Yasuko Kuwata
    日本自然災害学会学術講演会, Nov. 2005, English, 日本自然災害学会, Domestic conference
    Oral presentation

  • Earthquake damage of substation in Bam and its fragility analyses
    Morteza Bastami, Shiro Takada, Yasuko Kuwata
    日本自然災害学会学術講演会, Nov. 2005, English, 日本自然災害学会, Domestic conference
    Oral presentation

  • 病院ライフラインを考慮した水道管路設備更新方法
    鍬田 泰子, 高田 至郎, 中尾 真紀
    土木学会全国大会, Oct. 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • テレビ挙動解析を用いた最大加速度推定方法の提案
    新谷 正樹, 高田 至郎, 鍬田 泰子
    土木学会全国大会, Oct. 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • Seismic behaviors and fragility functions of three phases 230/63KV power transformers
    Morteza Bastami, Shiro Takada, Yasuko Kuwata
    土木学会全国大会, Oct. 2005, English, 土木学会, Domestic conference
    Oral presentation

  • スマトラ沖地震・津波におけるタイのライフライン被害と復旧
    高田 至郎, 鍬田 泰子, 新谷 正樹
    第28回土木学会地震工学研究発表会報告集, Aug. 2005, Japanese, Japan Society of Civil Engineers, Present paper reports lifeline damage and its restoration in Tailand due to the 2004 Smatra earthquake and tsunami disaster. We had interviews to lifeline companies of water, electricity power, and communication in Phuket and Phang-nga Provinces, Tailand, and also field survey in the costal area of these provinces. As a sammary of the research report, lifeline facilities had no damage due to the groud motion of earthquake, but facilities in the coastal area had severe damage due to tsunami wave. Especially, scouring damage of pipeline due to tsunami wave was remarkable. Buried electric power cable had no damage due to tsunami wave, and would be good tsunami measures to mitigate lifeline damage from tsunami.

  • Estimation of allowable fault displacement for pipelines and countermeasures
    Shiro Takada, Ivanov Radan, Yasuko Kuwata
    Proceedings of Pipeline 2005,ASCE,Huston, Aug. 2005, English

  • 長周期地震動を受ける地中管路の応答解析
    岡本 大寿, 高田 至郎, 鍬田 泰子
    土木学会関西支部学術講演会, May 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 水道事業者便益を考慮した病院水道ライフラインの地震リスク分析
    中尾 真紀, 鍬田 泰子, 高田 至郎
    土木学会関西支部学術講演会, May 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • 新潟県中越地震における病院水道ライフラインの被害と対応
    鍬田 泰子, 高田 至郎
    第56回全国水道研究発表会, May 2005, Japanese, 日本水道協会, Domestic conference
    Oral presentation

  • 小千谷市におけるアンケート震度分布と水道被害
    勤息 義弘, 高田 至郎, 鍬田 泰子
    土木学会関西支部学術講演会, May 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • アンケートによる加速度推定法の提案
    新谷 正樹, 高田 至郎, 鍬田 泰子
    土木学会関西支部学術講演会, May 2005, Japanese, 土木学会, Domestic conference
    Oral presentation

  • GIS based Damage Analysis of Buried Water Pipeline Focused on Geomorphology during the Niigata-Chuetsu Earthquake
    Javanbarg Mohammad Bagher, 高田 至郎, 鍬田 泰子
    第56回全国水道研究発表会, May 2005, English, 日本水道協会, Domestic conference
    Oral presentation

  • GIS Analysis of Damage Pattern in Nagaoka Water Pipelines during the Niigata-Chuetsu Earthquake
    Javanbarg Mohammad Bagher, Shiro Takada, Yasuko Kuwata
    土木学会関西支部学術講演会, May 2005, English, 土木学会, Domestic conference
    Oral presentation

  • 地形影響を考慮した新潟県中越地震におけるGIS水道管路被災分析
    TAKADA Shiro, KUWATA Yasuko, M B Javanbarg
    日本水道協会講演会, 2005, Japanese, 日本水道協会, 未記入, Domestic conference
    Oral presentation

  • DAMAGE AND RESTORATION OF LIFELINES DURING THE BAM,IRAN,EARTHQUAKE
    KUWATA Yasuko, TAKADA Shiro, BASTAMI Moteza
    China-Japan Joint Workshop on Lifeline Disaster Mitigation Strategy, Oct. 2004, English
    Others

  • SEISMIC RISK MITIGATION OF URBAN LIFELINES
    KUWATA Yasuko, TAKADA Shiro
    KU-UW International Symposium #1 on Deign Strategy towards Safety & Symbiosis of Urban Space Seattle,USA, Jun. 2004, English
    Others

  • Seismic Risk Assessment for Hospital Lifeline Considering SRM METHOD
    KUWATA Yasuko, TAKADA Shiro
    Proceedings of the Third Taiwan-Japan Workshop on Lifeline Performance and Disaster Mitigation, 2004, English

  • Performance of Water Supply During The 2003 Tokachi-Oki Earthquake
    UENO Junichi, TAKADA Shiro, KUWATA Yasuko
    Proceedings of the Third Taiwan-Japan Workshop on Lifeline Performance and Disaster Mitigation, 2004, English

  • Performance and Emergency Responses of Lifeline systems During the Bam Earthquake
    TAKADA Shiro, Morteza Bastami, KUWATA Yasuko
    Proceedings of the Third Taiwan-Japan Workshop on Lifeline Performance and Disaster Mitigation, 2004, English

  • Factor analysis of human entrapment and casualty occurrence due to dwelling collapses in the 1995 Hnshin-Awaji earthquake
    KUWATA Yasuko, MURAKAMI Hitomi, OHTA Yutaka, KOYAMA Maki
    Proceedings of the 13th World Conference on Earthquake Engineering,vancouver,CA, 2004, English

  • Dislocation and Strong Ground Motion Zoning Under Scenario Faults for Lifelines
    TAKADA Shiro, KUWATA Yasuko, Abbas Mahadavian, Reza Rasti, IMAI Tsutomu
    13thWorld Conference on Earthquake Engineering,B.C.Canada, 2004, English

  • 震後救助要請伝達プロセスの効率化に関する基礎研究
    鍬田 泰子, 高田 至郎, 本多 寿
    平成16年度土木学会関西支部年次学術講演会, 2004, Japanese, 土木学会関西支部, 未記入, Domestic conference
    Oral presentation

  • 橋梁桁上の静止トラックドライバーの体感震度特性
    鍬田 泰子, 高田 至郎, Radan Ivanov, 山本 聡
    土木学会第59回年次学術講演会, 2004, Japanese, 土木学会, 未記入, Domestic conference
    Oral presentation

  • イラン・バム地震における建物崩壊と死者・負傷者分析
    鍬田 泰子, 高田 至郎
    第23回日本自然災害学会学術講演会, 2004, Japanese, 日本自然災害学会, 未記入, Domestic conference
    Oral presentation

  • SRM手法を用いた病院ライフラインの地震リスク評価法
    鍬田 泰子, 高田 至郎, 金 芸花
    土木学会第59回年次学術講演会, 2004, Japanese, 土木学会, 未記入, Domestic conference
    Oral presentation

  • Damage and Restoration Process of Water Supply Systems during the 2003 Tokachi-oki Earthquake: A Comparison with the 1982 Urakawa Earthquake.
    TAKADA Shiro, KUWATA Yasuko, UENO Junichi
    Joint Workshop on US-Japan Coorerative Research in Urban Earthquake Disaster Mitigaion., Dec. 2003, English

  • Seismic Risk Assessment of Hospital-lifeline Performance.
    TAKADA Shiro, KUWATA Yasuko, Yi-Hus Jin
    Taiwan-Japan Workshop on Seismic Disaster Simulation and Loss Estimation., Nov. 2003, English

  • Seismic Risk Assessment and Upgrade Strategy of Hospital-Lifeline Performance.
    TAKADA Shiro, KUWATA Yasuko
    TCLEE ASCE, Technical Council of lifeline Earthquake Engineering., 2003, English

  • 病院への給水システム耐震化による機能損傷低減効果
    高田 至郎, 鍬田 泰子
    平成15年土木学会全国大会, 2003, Japanese, 土木学会, 徳島大学, Domestic conference
    Oral presentation

  • Comparison of Occupant Entrapment in Higashinada Wand and Hokudan Town in the 1995 Hyogo-ken Nanbu Earthquake
    TAKEDA Hiroki, MURAKAMI Hitomi, OHTA Yutaka, KUWATA Yasuko, TAKADA Shiro
    地域安全学会梗概集, 2001, Japanese, 地域安全学会事務局, The retrospective questionnaire survey was conducted in October 2000 in Higashinada ward of Kobe city to elucidate how collapse of dwellings resulted in occupant entrapment and casualty and how local residents participated in search and rescue activity after the 1995 Hyogo-ken-nanbu earthquake. The results were compared with those obtained by the preceding survey in Hokudan town. Risks of occupant entrapment increases according to the damage level and are found consistent in the two surveys. In case of the Higashinada survey, urban characteristics of dwellings seem to have affected to the entrapment conditions and SAR activities.

■ Affiliated Academic Society
  • 地盤工学会

  • 日本水道協会

  • 日本自然災害学会

  • 地域安全学会

  • 日本地震工学会

  • 土木学会

■ Research Themes
  • Development of the quantitative simulation and optimal strategy formulation method for a disaster recovery society with comprehensive knowledge of recovery
    越山 健治, 永松 伸吾, 照本 清峰, 鍬田 泰子, 廣井 悠, 梶谷 義雄, 塩崎 由人, 佐藤 慶一
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kansai University, 01 Apr. 2023 - 31 Mar. 2027

  • Microscopic to macroscopic investigations for the assessment of buried pipes subjected to ground movements
    澤村 康生, 鍬田 泰子, 小野 祐輔, 栗間 淳, 三好 貴子
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Fund for the Promotion of Joint International Research (International Collaborative Research), Kyoto University, 08 Sep. 2023 - 31 Mar. 2026

  • 粒子ー流体間のマイクロ力学プロセスによる土砂・地盤流動現象の統一的解釈
    澤田 純男, 藤澤 和謙, 吉田 望, 竹林 洋史, 新垣 芳一, 栗間 淳, 鍬田 泰子, 後藤 浩之
    日本学術振興会, 科学研究費助成事業, 基盤研究(B), 京都大学, 01 Apr. 2021 - 31 Mar. 2025
    液状化による側方流動や土石流の流下量といった土粒子を含む流動現象は，その力学プロセスの理解が本質的に難しいことから，これまで統一的な観点で体系化されていない．本課題は，土粒子が流体により輸送される現象(粒子フロー)として土石流から地盤の流動現象までを統一的に扱う方法論を研究するものである.土石流や掃流/浮遊砂のような水理現象と地盤の流動現象の違いは，本質的には粒子密度の違いと粒子ー間隙流体間の相対速度の違いによるものであり，この違いにより粒子フロー様態が異なるためと考える.このミクロなプロセスを，土骨格相から浮遊土粒子相への相変化としてモデル化することで，連続体として，すなわち現在広く実用化されている有限要素解析に直接応用できるように実現化することを目指している． 令和4年度には，液状化時に繰り返し生じる剛性の回復と劣化を表現できるモデルを提案し，サイクリックモビリティ時に剛性劣化と剛性回復を繰り返す特徴的な挙動を，内部浸食と再堆積の繰り返しで表現できるようになった．さらに，透明なアクリル容器を用いたリングせん断試験を実施し，せん断帯付近では粒子に回転運動が生じており，これと供試体全体の鉛直運動，すなわちダイレイタンシーとの対応を確認した．また，非排水三軸繰り返し試験データを利用して，土の変形特性のモデル化を機械学習を取り入れた手法により試み，深層学習と従来の構成モデルとを組み合わせることで，試験データの再現性を向上させつつ，学習データに含まれない挙動を安定して出力できるモデルを実現した．

  • Construction and evaluation of robust and resilient infrastructures for both inter- and intra-plate earthquakes
    Kiyono Junji
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kyoto University, 01 Apr. 2017 - 31 Mar. 2020
    We discuss about the resilience and robustness of infrastructures against both inter-plate and intra-plate earthquakes to enhance the hard and soft measures. For the typical inter-plate earthquakes such as 2011 Off the Pacific Coast of Tohoku earthquake and coming Nankai Trough earthquake we developed pseudo point source model and carried out the simulation of strong ground motion. For the active fault-induced earthquake like the 2016 Kumamoto earthquake, we estimated the resilience and robustness of infrastructure against a large displacement due to fault movement. Moreover seismic behavior and performance under the multi-hazard of strong ground motion, geohazard and tsunami were investigated.

  • 鍬田 泰子
    学術研究助成基金助成金／基盤研究(C), Apr. 2017 - Mar. 2020, Principal investigator
    Competitive research funding

  • Development of strain evaluation on buried pipeline during earthquakes on the basis of velocity/displacement dependent reaction force
    Sawada Sumio, TAKAYA Toshiyasu, TAKEMOTO Koshiro, INASE Tomoki
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kyoto University, 01 Apr. 2014 - 31 Mar. 2018
    This research project aimed to study the reaction force between sand ground and buried pipe in order to evaluate the friction acting on the buried pipe during the earthquakes. In particular, it has been observed in past research that the friction depends on drag speed, however the mechanism of the dependence has not been clear. We found the similar phenomenon via both the element test by granular materials consisting of acrylic cylinder and actual test by sand box. The mechanism was clarified by numerical analysis (DEM).

  • Safety Evaluation and Effective Countermeasure for Infrastructures against Gigantic Nankai-trough Earthquake and TsunaIi
    Kiyono Junji, SUZUKI Takanobu, SAKAI Hisakazu, NOZU Atsushi, TOBITA Tetsuo, ONO Yusuke, KUWATA Yasuko, FURUKAWA Aiko, OKUMURA Yoshihiro, Bhuddarak Charatpangoon
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kyoto University, 01 Apr. 2014 - 31 Mar. 2017
    Characteristics of Nankai Trough Earthquake are a long predominant period, a long duration, attack of tsunami after the strong shaking and a extensive damage area. In this study, we make clear an aseismic safety level of infrastructure, structural and functional capacity of infrastructures for the social requirement and the countermeasures for preventing earthquake damage. We assessed an adequate input ground motion for the design of structures, and evaluated the earthquake and tsunami prevention strategies and countermeasures especially for lifeline systems such as railway, roadway, water, gas, electricity and various pipelines. In order to realize these issues and extend the applicability, we conducted numerical simulations by using such advanced simulation methods as FEM, DEM and SPH. Centrifuge experiments were also conducted to verify such computer simulation. The results obtained would be useful resources for soft and hard measures of mitigating earthquake and tsunami disasters.

  • DAMAGE ANALYSIS AND ITS COUNTERMEASURE OF WATER SUPPLY AND SEWERAGE SYSTEMS AS A WATER CIRCULATING SYSTEM AGAINST GREAT EARTHQUAKE TSUNAMI
    MIYAJIMA MASAKATSU
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kanazawa University, 01 Apr. 2013 - 31 Mar. 2017
    This study is focusing on damage analysis and its countermeasure of water supply and sewerage systems as a water circulating system against great earthquake and tsunami. The following subjects were studied and fruitful results were obtained. 1. Effect of river run-up of tsunami on water supply system, 2.Damage mechanism of treatment facilities of sewerage system induced by great tsunami, 3. Damage to water supply system induced by sloshing of water in a reservoir by long period and/or long duration seismic motion induced by great earthquake, 4. Critical points of water supply and sewerage systems as a water circulation system.

  • 鍬田 泰子
    学術研究助成基金助成金／挑戦的萌芽研究, Apr. 2015 - Mar. 2017, Principal investigator
    Competitive research funding

  • Developing reco very strategies from the long term flooding after tsunami and storm surge disaster
    MAKI Norio, KUWATA Yasuko, KONDO Tamiyo
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kyoto University, 01 Apr. 2010 - 31 Mar. 2015
    There exits high risk about a long term flooding after tsunami and storm surge at the below sea level area in Japan. The damage and impacts from the long term flooding, and response and recovery strategies were clarifed from numerical analysis and case studies about the great east Japan earthquake disaster and hurricane Katrina disasters. And the new method to evaluate comprehensive impancts including damage and recovery process after disaster were also developed.

  • 鍬田 泰子
    科学研究費補助金／若手研究(B), Apr. 2012 - Mar. 2015, Principal investigator
    Competitive research funding

  • Investigation of Longitudinal Aseismic Capacity for Underground Structures and Application to Seismic Design
    KIYONO Junji, MIYAJIMA Masakatsu, SUZUKI Takanobu, SAKAI Hisakazu, IGARASHI Akira, NOZU Atsushi, ONO Yusuke, KUWATA Yasuko, FURUKAWA Aiko, DURAN C Freddy, OKUMURA Yoshihiro
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kyoto University, 2011 - 2012
    Earthquake damage to underground structures of which extent can not be ignored are too numerous to enumerate in the recent large earthquakes after the 1923 Kanto Earthquake. However, the issue to be improved is the absence of perspective that the underground structures with spatially extent should be considered as a line, a plane or a volume structures with 3-dimensional behavior. In this study, we intend to deal with the underground structures comprehensively from their input ground motions to seismic behavior. We conducted the analyses and discussions by considering the suitable aseismic design and countermeasures.

  • Structure damages due to gravity wave propagation through liquefied ground
    SAWADA Sumio, FURUKAWA Aiko, NAKAMURA Susumu, KUWATA Yasuko, GOTO Hiroyuki
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Challenging Exploratory Research, Kyoto University, 2010 - 2012
    Gravity effect on propagation waves in a solid medium is not considered, whereas the effect may be important to discuss the propagation waves in a liquefied ground. We simulate wave propagation in a liquefied ground introducing the gravity effect. The wave exhibits the similar property with the gravity wave in a fluid medium as decreasing the shear modulus, and sloshing behavior is excited in the medium.

  • KUWATA Yasuko
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Young Scientists (B), Kobe University, 2009 - 2010, Principal investigator
    This study focus on seismic design methodology of composite rehabilitation method for sewage concrete pipe. First we carried out the laboratory experiments of the infilling cement mortar changing material strength and made sure their effects to bounding strength. The parameters of material strength of cement mortar are used for seismic assessment of rehabilitated pipe in pipe-axis and cross-section directions, respectively. Effects of rehabilitation and rehabilitation method were shown.
    Competitive research funding

  • 鍬田 泰子
    日本学術振興会, 科学研究費補助金／若手研究(B), 若手研究(B), 神戸大学, 2006 - 2007, Principal investigator
    本研究では,中山間地域における水道システムの統合化を背景に,水道事業施設の耐震性や冗長性,復旧機能性に関する評価手法を提案することを目的としている.とくに近年では,甚大な被害をもたらす地震が多発する中,水道事業体においても事業規模を問わず甚大な被害に見舞われている.各事業体では,管路更新および耐震化などの事前対策と,被災後の初動体制や連絡網の強化さらには地震時緊急対応マニュアルの整備などの事後対策の両面から地震防災対策が実施されている.しかし,事前対策を実施するためには,水道事業体の現状把握が必要不可欠となってくる. まず,管路耐震化状況を定量的に評価する手法を提案するとともに事業規模による耐震化低減効果について明らかにした,給水人口規模が小さくなるほど地震に対して脆弱になることが分かった.また,給水人口2万人以上の事業体では,今後10年間の更新方法によって危険度を大幅に低減できることが明らかになった.それ以下の事業体では,管路の耐震化だけでなく,震後の緊急対応の充実化を図るなど事後対策と併せて対策すべきであると考えられる.また,昨年度から分析している中山間地の道路閉塞評価と将来的にリンクさせてシステムとしての評価方法につなげることが課題である. 一方で,事業体の緊急対応マニュアルを収集し,事業規模におけるマニュアル整備状況と緊急対応時の組織状況について分析した.災害時の指令系統を計画している事業体が多かったが,事業規模が小さくなるにつれて職員数が減り,災害担当部署に数名しか配置できなくなることが明らかになった.
    Competitive research funding

  • TAKADA Shiro, MIYATA Takao, TANAKA Yasuo, KOIKE Takeshi, KUWATA Yasuko
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (A), Kobe University, 2005 - 2006
    Present paper investigates the existence of active faults and earthquake occurrence risk in Baku City. Also the ground motion intensity and probability of liquefaction occurrence under the estimated earthquakes are researched. The damage of residential houses and water supply trunk lines are predicted under the seismic hazards. (1) Two active faults Fl and F2 are founded in the vicinity of Baku City by Earth Ladder Test. Fl is a hidden fault and F2 is right lateral slip fault. (2) Risk analyses revealed that the earthquake occurrence probability is 70 gal in 100 year return period and 100 gal in 1000 in Baku City. (3) Fl and F2 active faults would cause the maximum acceleration as 200〜400gal in the center area in Baku City, which was analyzed by the fault parameter method. (4) Surface wave test and liquefaction field test show that soft ground are spreading along the coast lines and stiff in the central areas in Baku City. (5) Low rise residential houses would have severe damage under 1000 year return period earthquakes. (6) The method to estimate the damage of water trunk pipelines are established.
    Competitive research funding

  • TAKADA Shiro, KUWATA Yasuko, KIYONO Junji, NOJIMA Nobuto, SUZUKI Takanobu, HOSOI Yoshihiro
    Japan Society for the Promotion of Science, Grants-in-Aid for Scientific Research, Grant-in-Aid for Scientific Research (B), Kobe University, 2005 - 2005
    1. Site investigation and information gathering on casualty and emergency action were done after the 2004 Niigata Chuetsu earthquake. Relation between casualty and seismic intensity, and other issues were analyzed based on the obtained data. 2. Optimized problems were analyzed on the emergency transportation systems for injured persons after earthquakes to save human lives. 3. States of the arts of communication systems for disaster information after earthquakes were investigated. It revealed that seismic countermeasures of optical cables and early warning systems must be researched further more. 4. Evaluation method of seismic risk of road systems was obtained based on the data during the 2004 Niigata Chuetsu earthquake. 5. Impact force to human body and the behavior of trains were analyzed by Distinct Element Method under the assumption of the fall of running trains due to the collapse of bridge girders. 6. Effects of the location of emergency water supply after earthquakes were analyzed in respect to the action of the usage of the water by sufferers. 7. Seismic risk of water supply systems in and out of hospitals were analyzed based on the questionnaire data of emergency medical care hospitals during the 2004 Niigata Chuetsu earthquake. 8. Estimation method for casualty was built based on the macroscopic relation between population exposure to seismic intensity and casualty. 9. Effective stress analysis were done to obtain the behavior of above and below surface ground lifeline facilities.
    Competitive research funding

  • 震災死傷者軽減のためのSAR戦略と救命ライフラインの機能維持に関する研究
    鍬田 泰子
    日本学術振興会, 科学研究費助成事業, 特別研究員奨励費, 神戸大学, 2001 - 2003
    地震時における死傷者の軽減システムの確立に焦点を当てた研究目的の中で、本年度は建物倒壊と避難行動との関係と、地震後の救助情報伝達システムに関する分析を行い、昨年から研究してきた病院ライフラインの信頼性評価についてまとめた。さらに、本研究の最終年度にあたる本年度はこれまでの研究を総括して得られた知見をまとめた。 建物倒壊と避難行動に関する研究では、これまで行ってきた個別要素法による崩壊シミュレーションに建物の非線形応答特性を新たに加えて解析を行った。さらに、これらの解析結果とともに一昨年前に研究した地震動と避難行動の余裕時間に関する評価法を合わせて、建物倒壊と避難行動について分析・検討した。この研究成果は、今後海外の論文へ投稿する予定である。 地震後の救助情報伝達システムに関する分析では、これまでの地震時の捜索・救助(SAR)活動における問題点として、倒壊家屋での閉じ込め者の情報が住民から防災機関に円滑に伝達されていないことを定性的に述べてきた。そこで、災害時の駆け込みによる要請記録を基にこれらの発生プロセスについて、被災程度や地理意的条件などの要因について分析を行った。 さらに、病院への救命ライフラインの機能の信頼性評価については、昨年からの研究の継続として病院内部のライフライン評価とそれらの相互依存関係の部分を発展させ、神戸市域の病院に適用しリスク低減策について検討した。この研究成果は、来年度の国際会議で発表する予定である。 本年度の5月〜9月までの4ヶ月半の間、アメリカ・ニューヨークのワイドリンガー・アソシエイツのジョゼフ・ライト氏(コロンビア大学客員教授)の指導のもとで、上記の研究の建物崩壊に関する解析プログラムについて研究をするとともに、これまでの研究成果を英文でまとめ、ライト氏の添削・校正を受けて編集作業を行い、最終報告書を仕上げた。

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