STUDY ON EARTHQUAKE RUPTURE RESPONSE OF OVERLYING SOIL SITE UNDER DIP-SLIP FAULT DISPLACEMENT
In order to achieve the earthquake rupture response characteristic of overlying soil site under dip-slip fault displacement, the pseudo-static elastic-plastic finite element method is used in the study. Factors such as the depth of overlying soil site and fault dip are taken into account. The earthquake rupture characteristics of overlying soil under dip-slip fault displacement were studied by numerical illustration. Calculating results show that the rupture response of overlying soil site caused by reverse fault movement is severe than that caused by the normal fault displacement.
dip-slip fault overlying soil site earthquake rupture
Guo Endong Shao Guangbiao Yu Shizhou Zhang Lina
Institute of Engineering Mechanics, CEA, Harbin 150080 China School of Civil Engineering, Shandong Jianzhu University, Jinan 250101 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）