Seismic Responses Study of Pile-groups Foundation

被引:0
|
作者
Ding Hong-rui [1 ]
机构
[1] Three Gorges Univ, Coll Hydraul & Environm Engn, Yichang 443002, Hubei, Peoples R China
关键词
pile-groups foundation seismic response; dynamic finite element; dynamic interaction;
D O I
10.1109/ICDMA.2013.281
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.
引用
收藏
页码:1188 / 1191
页数:4
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