断層変位を受ける鋼斜張橋の耐震安全性に関する研究
書誌事項
- タイトル別名
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- Seismic safety of a steel cable-stayed bridge subjected to fault displacement
抄録
In this study, first, the nonlinear static analysis of a steel cable-stayed bridge subjected to enforced displacements were conducted and it was grasped that the differences of seismic performance by directions of fault displacement. Next, the nonlinear dynamic analysis of this bridge considering fault displacement was conducted and the results were compared with dynamic analysis considering only inertia force and static analysis. It was found that the static analysis and dynamic analysis considering only inertia force underestimate the sectional force and the necessity of the dynamic analysis considering fault displacement was verified.
収録刊行物
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- 構造工学論文集 Ａ
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構造工学論文集 Ａ 55A 593-604, 2009
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
- 1390282680260750848
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- NII論文ID
- 130004950480
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- ISSN
- 1881820X
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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