STUDY ON SEISMIC BEHAVIOR OF BUILDING STRUCTURES ON SLOPE SITE
The finite element method of dynamic time-history is implemented based on slope site soil-structure dynamic interaction. The three actual seismic waves and an artificial seismic wave are inputted. In order to compare the dynamic response characteristics of building structure on slope site with structure on the ground level, a soil-structure interaction system model is established in the same calculation domain. The dynamic response of peak displacement, peak acceleration and story drift and the distribution of internal force (moment, shear and axial force) of building structures are studied. Research results help seismic design of building structures on slope site.
Building structures on slope site soil-structure interaction seismic response time-history analysis method
Guo-Dong Zhang Xing Jin Fei Chen Rong-Bin Li
Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,China Thre Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,China Thre
国际会议
长沙
英文
570-576
2009-10-26(万方平台首次上网日期,不代表论文的发表时间)