并联复合隔震结构地震反应时程分析  

Time history analysis of the seismic response of the parallel composite isolation system

作　　者：孙武[1] 杨树标[1] 吴斌[1] 高天宝[1] 

机构地区：[1]河北工程学院建工系,河北邯郸056038

出　　处：《河北建筑科技学院学报》2004年第1期52-55,共4页Journal of Hebei Institute of Architectural Science & Technology

摘　　要：利用时程分析法对并联复合隔震体系的地震反应进行了分析。通过对并联复合隔震体系和基础固定两类结构的对比计算表明,并联复合隔震体系能够降低上部结构的地震反应,提高建筑物的抗震能力。This paper use time history analysis to analyze the seismic response of the parallel composite isolation system. The contrast of the calculation results of foundation-fixed system and the parallel composite isolation system shows that this isolation system can reduce the seismic response of upper structures and enhance the aseismic capability of the buildings.

关 键 词：并联复合隔震体系 时程分析法 层间剪切模型 地震反应 

分 类 号：TU311[建筑科学—结构工程]