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
收藏
页码：2132 / +
页数：2
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