首页|期刊导航|水科学与水工程|Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation

Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation

Deng-hong CHEN Cheng-bin DU

水科学与水工程2011，Vol.4Issue(2)：212-224,13.

水科学与水工程2011，Vol.4Issue(2)：212-224,13.DOI:10.3882/j.issn.1674-2370.2011.02.009

Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation

Deng-hong CHEN ¹Cheng-bin DU¹

作者信息

1. Department of Engineering Mechanics, College of Mechanics and Materials, Hohai University, Nanjing 210098, P. R. China
折叠

摘要

关键词

dynamic anti-sliding stability/complex dam foundation/dynamic strength reduction method/instability criteria/elasto-plastic model/dynamic time history analysis/gravity dam

Key words

dynamic anti-sliding stability/complex dam foundation/dynamic strength reduction method/instability criteria/elasto-plastic model/dynamic time history analysis/gravity dam

引用本文复制引用

Deng-hong CHEN,Cheng-bin DU..Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation [J].水科学与水工程,2011,4(2):212-224,13.

基金项目

This work was supported by the National Basic Research Program of China (973 Program,Grant No.2007CB714104),the National Natural Science Foundation of China (Grant No.50779011),and the Innovative Project for Graduate Students of Jiangsu Province (Grant No.CX09B_155Z). （973 Program,Grant No.2007CB714104）

水科学与水工程

OAEI

ISSN：1674-2370

访问量0

下载量0

段落导航