摘要
介绍了汕头博物馆工程的动力特性分析及其剪力和位移的地震反应．该工程在二至三层间设置橡胶垫进行隔震．与基础隔震不同的是，其某个高阶振型的参与系数也比较大．
The analysis of dynamic characteristics of Shantou museum and its shear force and displacement earthquake responses are introduced in this paper. In the structure,rubber bearings are set between its second and third storey for isolation. It i6 different from the case of base isolated structure that the participating coefficient for some higher mode is also predominant.
出处
《世界地震工程》
CSCD
1996年第2期33-36,共4页
World Earthquake Engineering
关键词
橡胶垫
动力反应
结构动力学
汕头市
博物馆
Rubber bearing Participating coefficient of mode Dynamic response
