常州体育馆索承单层网壳屋盖结构抗震性能研究  

Earthquake resistance analysis on the cable-supported dome of Changzhou Gymnasium

作　　者：冯远[1] 夏循[1] 曹资[2] 王立维[1] 薛素铎[2] 

机构地区：[1]中国建筑西南设计研究院有限公司,成都610081 [2]北京工业大学,北京100124

出　　处：《建筑结构》2010年第9期41-44,共4页Building Structure

基　　金：国家科技支撑计划子课题(2006BAJ13B01-03);北京市教委科技发展计划项目(KM200710005031)

摘　　要：通过不同的计算方法,不同的地震激励方向,单维与多维地震响应等内容的研究,探讨了常州体育馆椭圆形索承单层网壳结构在地震作用下的内力及位移响应的特点,特别对比了屋盖单体模型与屋盖同下部混凝土框架结构组成的整体模型的地震响应。分析结果表明,椭圆形索承单层网壳短轴杆件的地震响应大于长轴杆件的,多数杆件在多维地震下的反应大于单维地震下的,应采用整体分析模型计算屋盖结构的地震响应。Through comparison of different calculation methods,different directions of earthquake excitation,one-dimensional and three-dimensional seismic analysis and other studies,the seismic responses of the elliptical cable-supported dome used in Changzhou Gymnasium were investigated.The seismic responses of the separated roof model and the integral model of the whole building were also compared.The results show that members at minor axis bear higher seismic response than those at major axis,three dimensional seismic response is higher than one-dimensional＇s,and analysis using integral model of the whole building is preferred than the separated roof model.

关 键 词：常州体育馆 索承单层网壳 反应谱 时程分析 虚拟激励 多维地震响应 整体模型 

分 类 号：TU356[建筑科学—结构工程]