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Verification research on inelastic seismic behavior of soil-foundation-structure system

Verification research on inelastic seismic behavior of soil-foundation-structure system
土-地基-结构体系非弹性抗震性能验证研究
批准号:
16360272
负责人:
KABEYASAWA Toshimi
金额:
$9.47万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2004
资助国家:
日本
项目状态:
已结题
起止时间:
2004 至 2006

项目摘要

项目成果

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中文摘要
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英文摘要
The objective of the research project is to verify the input energy dissipation of earthquake motion at the base in soil-foundation-structure systems by on-site observation and test, SSI analysis and theory, with specific focus on the neighborhood inelastic behavior of soil. The observation research includes aftershock observation and the post-earthquake damage evaluation after Niigata-Chuuetsu Earthquake, October 2004, which was conducted with a specific research objective on identification of input loss of base motion at the foundation and neighborhood soil. A strong motion with very high spectral intensity was recorded during the main shock at K-net Ojiya station. Using the record as the base input motion to structures, large inelastic displacement responses were calculated, although the observed damages to reinforced concrete buildings seemed to be generally less than those in the calculation. The aftershocks were observed at a free field and in a school building nearby the K-net s … More tation to identify the difference at these sites. Relatively high aftershock up to the level 2 of the design motion in the Building Standard Law was obtained, where the input motion into the building was obviously reduced from those at the free field and the K-net station, which might be due to the input loss or soil-structure interaction at the neighborhood foundation. The main shocks recorded at the K-net and the JMA stations were assumed as possible input base motions to the structure, while the observed damages to the structure were compared with the calculated responses. It may be concluded from the analysis that the intensity of the main shock into the structure was obviously much less than that of K-net and probably also less than that of JMA. An on-site static pushover test on a school building in Ojiya was also conducted, from which inelastic behavior in lateral resistance at foundation level was identified. Analytical model is developed which fairly simulates these observation and test data. Input losses due to these effects are approximated in a general practical form Less
期刊论文(30)
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科研奖励(0)
会议论文
Response Prediction and Experimental Results of a One-Bay Reinforced Concrete Frame
一湾钢筋混凝土框架的响应预测和实验结果
DOI: --
发表时间: 2006
期刊: コンクリート工学年次論文集 Vol.28,No.2
影响因子: --
作者: [Hossein MostafaeiI, 壁谷澤 寿海, 棟安 敦史, 真田 靖士]
通讯作者: 真田 靖士
Drift at axial load failure under cracked-region-sway mechanism for reinforced concrete columns
钢筋混凝土柱裂纹区域摇摆机制下轴向荷载破坏的漂移
DOI: --
发表时间: 2006
期刊: コンクリート工学年次論文集 Vol.28,No.2
影响因子: --
作者: [Hassane Ousalem, 壁谷澤 寿海]
通讯作者: 壁谷澤 寿海
2004年新潟県中越地震余震の小千谷小学校における実効入力評価
2004年新泻县中越地震余震小千谷小学的有效投入评估
DOI: --
发表时间: 2006
期刊: 日本建築学会大会学術講演梗概集 B-2構造II
影响因子: --
作者: [壁谷澤 寿一, 壁谷澤 寿海]
通讯作者: 壁谷澤 寿海
Response Prediction and Experimental Result of One-Bay Reinforced Concrete Frame
一湾钢筋混凝土框架响应预测及试验结果
DOI: --
发表时间: 2006
期刊: コンクリート工学年次論文集 Vol.28, No.2
影响因子: --
作者: [Hossein Mostafaei, 壁谷澤 寿海, 棟安敦史, 真田靖士]
通讯作者: 真田靖士
20
    Reduction of Extreme Earthquake Motions with Sliding Base Foundation
    • 批准号:
      23360241
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $12.73万
    • 财政年份:
      2011
    • 负责人:
      KABEYASAWA Toshimi
    • 依托单位:
    Seismic Performance Evaluation of Reinforced Concrete Buildings Using Columns with Wing Walls
    • 批准号:
      19360246
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $12.73万
    • 财政年份:
      2007
    • 负责人:
      KABEYASAWA Toshimi
    • 依托单位:
    Verification of seismic performance of building using popular seismometers
    • 批准号:
      12308018
    • 项目类别:
      Grant-in-Aid for Scientific Research (A)
    • 资助金额:
      $31.49万
    • 财政年份:
      2000
    • 负责人:
      KABEYASAWA Toshimi
    • 依托单位:
    Evaluation of Safety against Collapse under Strong Earthquake Motion
    • 批准号:
      08455249
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $2.62万
    • 财政年份:
      1996
    • 负责人:
      KABEYASAWA Toshimi
    • 依托单位: