摘要
以一栋4层框架结构综合楼为例,对其隔震前后结构的动力特性进行了探讨,采用SAP2000软件对复合隔震结构和非隔震结构进行时程响应非线性对比分析,得到复合隔震结构的地震反应明显降低的结论。
Take a four layers framework structure complex building as example, the dynamic characteristics of structure before and after seismic isolation were discussed, it can be concluded that the earthquake response of complex seismic isolation structure decreased obviously by nonlinear analysis of complex seismic isolation structure and seismic non-isolation structure using SAP2000 software.
出处
《山西建筑》
2008年第19期69-70,共2页
Shanxi Architecture
关键词
框架结构
复合隔震
动力特性
地震响应
framework, complex seismic isolation, dynamic characteristics, seismic response
