FEM Analysis of Composite Soil Nailed Wall on the Dynamic Response of Earthquake
Finite Element Analysis method of composite soil nailed walls are regarded as a plane problem or a partial spatial one, but the whole three dimensions analysis method is seldom found. Especially the FEM analysis of the dynamic response of the composite soil nailed wall which subjected to earthquake pore pressure coupled is studied rarely. In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved. The dynamic response of the composite soil nailed wall is analyzed and discussed under the EL-Centro and man-made Lanzhou accelerogram. And the variation principles of the soil nailed wall which subjected to the earthquake, and the earthquake coupled with pore pressure, are demonstrated respectively. The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall
Composite soil nailed wall 3-D FEM accelerogram earthquake action dynamic response analysis
ZHU Yanpeng XIE Qiang DONG Jianhua
School of Civil Engineering, Lanzhou Univ of Tech , Lanzhou 730050, China
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）