Earthquake response of asymmetric structure considering soil-structure interaction in time domain

摘要：

　　A study is carried out on lateral-torsional coupling response considering soil-structure interaction in time domain.Acoording to lateral-torsional coupling vibration equations of soil-asymmetric structure system,the direct integral MATLAB program in time domain were made used method.The parametric research on elastic dynamic response of soil-asymmetric interaction system in time domain was done by directed integral program.By comparing the parameter influence rule in time domain with the result in frequency domain,it verified the feasibility of using time history method to do parametric research.This conclusion can supply references to study the laws how the parameters influence the inelastic seismic response.

关键词： eccentric building soil-structure interaction torsional coupling direct integral method

作者: Mei-li WANG Jiaoxia LAN Xiao-rong YANG

作者单位: General Courses Department, Academy of Military Transportation, Tianjin China 300161

会议类型: 国际会议

会议名称: 2012 International Symposium on Polymer Composites and Polymer Testing(ISPCPT2012)(2012高分子复合材料与测试学术研讨会)

会议地点: 杭州

会议语种:英文

页码: 282-287

在线出版日期: 2012-03-23（万方平台首次上网日期，不代表论文的发表时间）