Seismic performance evaluation of pile-supported wharf by 3D finite element analysis

被引：0
|
作者：
Takahashi, A [1 ]
机构：
[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2BU, England
来源：
Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2 | 2003年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper describes a numerical analysis on seismic performance of pile-supported wharf by 3D finite element analysis. Performance of an introduced pile modelling method is verified by simulation of the centrifuge model test on the pile-supported wharf performed by the author & associates. Numerical analysis results are consistent with the physical model test, and the sis can capture the overall response of the pile-supported wharf as well as the response of the soils surrounding the wharf.
引用
收藏
页码：245 / 248
页数：4
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