ケーソン基礎のプッシュオーバー解析に用いる地震時慣性力の考え方に関する一考察
書誌事項
- タイトル別名
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- The method of push over-analysis with considering the inertial force of a caisson foundation
説明
In this study, we proposed the new methodology to evaluate the behavior of a pier with a caisson foundation under strong earthquake by means of a push-over analysis. Firstly, we showed that we can hardly estimate the dynamic response of the pier with caisson foundation accurately using the static analysis without considering the inertial force of foundation. Secondly, we proposed the simple push-over analysis, taking into account the influence of the inertial force of foundation. Finally, we clarified through dynamic and the static analysis that the proposed method estimates the dynamic behavior of the caisson structure in a good accuracy.
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 56A 227-236, 2010
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282680259520768
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- NII論文ID
- 130005060366
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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