断層変位を受ける鋼斜張橋の動的解析
書誌事項
- タイトル別名
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- DYNAMIC ANALYSIS OF CABLE-STAYED BRIDGE UNDER FAULT DISPLACEMENT
抄録
During the 1999 Chi-Chi earthquake in Taiwan, various structures were damaged by fault displacement. To ensure the seismic safety of bridges, it is necessary to consider the effect of fault displacement in addition to inertia force. Most of the past researches investigated the effect of fault displacement using the static analysis, but it cannot capture the real behavior. Investigation using the dynamic analysis is therefore important. In this study, first, the method of imposing displacement wave was proposed which enables the dynamic analysis under fault displacement. Next, the validity of the proposed method was confirmed by a numerical simulation using a portal frame. Finally, the dynamic analysis of a cable-stayed bridge was conducted and the results were compared with those of the static analysis. It was found that the static analysis underestimates the sectional force and the necessity of the dynamic analysis was verified.
収録刊行物
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- 地震工学論文集
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地震工学論文集 29 (0), 450-457, 2007
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680362415360
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- NII論文ID
- 130004294904
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- ISSN
- 1884846X
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- データソース種別
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- JaLC
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可