Lateral Seismic Action on Gravity Retaining Wall along the Height

被引：0

作者：

Liu Haiming ^{[1
]}

Tao Xiaxin

Zhou Xiaoyan ^{[2
]}

机构：

[1] China Merchants Chongqing Commun Res & Design Ins, State Key Lab Bridge Engn Struct Dynam, Chongqing 400067, Peoples R China

[2] Harbin Inst Technol, Harbin 150090, Peoples R China

来源：

PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷

基金：

对外科技合作项目（国际科技项目）;

关键词：

lateral earthquake action; retaining structure; equivalent linearization; wave propagation finite element method;

D O I：

10.4028/www.scientific.net/AMM.166-169.2132

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Lateral seismic action on retaining wall along the height is a key parameter in the design of the wall against earthquake. Seismic responses of 6 gravity retaining walls with heights from 7 to 25 meters are analyzed by finite element method with considering the soil-structure interaction. A formula of the action on retaining wall is summarized from the response results with input acceleration time histories simulated for Intensity VI, VII, VIII and IX.

引用

页码：2132 / +

页数：2

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