論文

2010年6月

1-G model tests and hollow cylindrical torsional shear experiments on seismic residual displacements of fill dams from the viewpoint of seismic performance-based design

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
  • Seda Sendir Torisu
  • ,
  • Junichi Sato
  • ,
  • Ikuo Towhata
  • ,
  • Tsuyoshi Honda

30
6
開始ページ
423
終了ページ
437
記述言語
英語
掲載種別
研究論文(学術雑誌)
DOI
10.1016/j.soildyn.2009.12.016
出版者・発行元
ELSEVIER SCI LTD

This paper concerns technological efforts for the general acceptance of performance-based seismic design principle of geotechnical structures. Among many problems to be solved, a particular emphasis was placed on the prediction of residual displacement that remains after a strong earthquake. Because of the complicated behavior of soils undergoing cyclic loading, the prediction is often either complicated/costly or not very accurate. The aim of this study is to examine the capability of existing prediction measures and propose some future scopes. To achieve these goals, shaking table model tests and laboratory shear tests were conducted by taking fill dams as an example target structure. It is concluded that performance-based design is possible if the necessary time and cost are spent and if the required accuracy of prediction is reasonable. (C) 2009 Elsevier Ltd. All rights reserved.

リンク情報
DOI
https://doi.org/10.1016/j.soildyn.2009.12.016
J-GLOBAL
https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201002236639856034
Web of Science
https://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=JSTA_CEL&SrcApp=J_Gate_JST&DestLinkType=FullRecord&KeyUT=WOS:000276257800001&DestApp=WOS_CPL
ID情報
  • DOI : 10.1016/j.soildyn.2009.12.016
  • ISSN : 0267-7261
  • eISSN : 1879-341X
  • J-Global ID : 201002236639856034
  • SCOPUS ID : 77249103130
  • Web of Science ID : WOS:000276257800001

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