某平面不规则大底盘多塔楼隔震结构的抗震性能分析  

Seismic behavior analysis of a planar irregular enlarged-based multi-tower isolation structure

作　　者：马小明[1,2] 刘廷滨[1,3] 赵建昌[1,3] 张瑜都 张迪[3] 

机构地区：[1]兰州交通大学土木工程学院,甘肃兰州730070 [2]兰州交通大学设计研究院有限公司,甘肃兰州730070 [3]兰州交通大学特种结构工程技术研究所,甘肃兰州730070

出　　处：《世界地震工程》2017年第2期105-112,共8页World Earthquake Engineering

基　　金：长江学者和创新团队发展计划(IRT1139);甘肃省建设厅科技攻关项目(JK2012-13);兰州交通大学青年基金项目(2011032)

摘　　要：对8度区某平面不规则大底盘多塔楼基础隔震结构进行了抗震性能分析。根据结构特点采用多串质点系计算模型,利用时程分析法计算对比了隔震结构和非隔震结构在多遇地震作用下的水平剪力,并验算了隔震结构在罕遇地震作用下的水平剪力、层间位移和位移角。分析表明,在水平地震作用下隔震结构相对非隔震结构表现出了良好的减震效果,罕遇地震作用下隔震结构各项指标均满足规范要求。Seismic analysis of a planar irregular base isolated, multi-tower building having an enlarged foundation base was carried out with respect to a Intensity 8 earthquake. According to the structural characteristics, a multi- mass series model was adopted. Time history analysis method was used to calculate and contrast horizontal shear force between isolated structure and non-isolated structure under action of frequently occurred earthquake, and check horizontal shear force, interstorey drift and drift angle of isolated structure under action of seldom occurred earthquake. The results show that the base isolated structure performs better than base non-isolated structure and has a good seismic reduction effect. Under the rarely occurring earthquake, the targets for the base-isolated structure meet the code＇ s specifications.

关 键 词：平面不规则 大底盘多塔楼结构 基础隔震 时程分析法 

分 类 号：TU378[建筑科学—结构工程]