摘要
结合具体工程实例,对建筑隔震设计进行了研究,利用ETABS有限元程序分析对比了隔震设计前后的动力时程特性,并对橡胶隔震支座在罕遇地震作用下的受力和变形进行校核,得出一些有益的结论。
Combining with the specific engineering practice,made research on the building seismic isolation design.By using finite element program ETABS analysed and contrasted the dynamic time-related characteristics before and after seismic isolation design,and checked the force and deformation of rubber bearings under seldomly occurred earthquake,to draw some useful conclusions.
出处
《山西建筑》
2012年第11期41-42,共2页
Shanxi Architecture
关键词
隔震设计
ETABS
动力分析
seismic isolation design
ETABS
dynamic analysis
