The method of push over-analysis with considering the inertial force of a caisson foundation

DOI

Bibliographic Information

Other Title
  • 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

Abstract

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.

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Keywords

Details 詳細情報について

  • CRID
    1390282680259520768
  • NII Article ID
    130005060366
  • DOI
    10.11532/structcivil.56a.227
  • ISSN
    1881820X
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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