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2008奥运羽毛球馆新型预应力弦支穹顶结构动力特性及地震响应分析
引用本文:张爱林,张庆亮,王冬梅,王树.2008奥运羽毛球馆新型预应力弦支穹顶结构动力特性及地震响应分析[J].钢结构,2008,23(6).
作者姓名:张爱林  张庆亮  王冬梅  王树
作者单位:1. 北京工业大学,北京,100124
2. 中国航空工业设计研究院,北京,100011
基金项目:国家自然科学基金资助项目 , 北京市科委科技奥运专项资助项目 , 北京市拔尖创新人才资助项目
摘    要:奥运羽毛球馆弦支穹顶直径93m,为目前世界跨度最大的弦支穹顶结构。对其建立有限元模型,进行动力特性分析,提取结构前60阶自振频率和模态振型得出,结构模态频率密集,振型以中间张弦穹顶竖向振动为主等特点;合理选取地震波对结构进行水平和竖向地震时程分析,提取结构上部网壳与下部索杆在地震作用下的动内力变化数值,并与反应谱法结果进行比较,得出结构径向杆件地震动反应最大,水平向地震起控制作用等特点,可为相关结构的抗震设计提供参考。

关 键 词:弦支穹顶  模态分析  地震波  时程分析  反应谱分析

RESEARCH ON DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE OF THE NEW SUSPEND-DOME STRUCTURE OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES
Zhang Ailin,Zhang Qingliang,Wang Dongmei,Wang Shu.RESEARCH ON DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE OF THE NEW SUSPEND-DOME STRUCTURE OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J].Steel Construction,2008,23(6).
Authors:Zhang Ailin  Zhang Qingliang  Wang Dongmei  Wang Shu
Affiliation:Zhang Ailin Zhang Qingliang Wang Dongmei (Beijing University of Technology Beijing 100124) Wang Shu (China Aeronautical Project , Design Institute Beijing 100011)
Abstract:The steel roof suspend-dome structure of the badminton gymnasium is the maximal suspend-dome structure in China by now, the maximal diameter of it is 93 meter. A finite element model of the structure is set up and the analysis and research on the dynamic characteristics of the structure are done; the forward 60 natural frequency of vibration is extracted, and then it is concluded that the model has closely distributed modes, more vertical modes and many symmetrical modes. A proper seismic wave is chosen to ...
Keywords:suspend-dome modal analysis seismic wave time history analysis response spectrum analysis  
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