节点文献

上海国际赛车场新闻中心高位隔震研究

High-Position Seismic Isolation of Press Center at Shanghai International Circuit

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 施卫星孙黄胜李振刚丁美

【Author】 SHI Wei-xing~1,SUN Huang-sheng~2,LI Zhen-gang~1,DING Mei~1(1.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Shandong University of Science and Technology,Qingdao 266510,China)

【机构】 同济大学结构工程与防灾研究所山东科技大学土木建筑学院同济大学结构工程与防灾研究所 上海200092山东青岛266510上海200092

【摘要】 上海国际赛车场主看台、比赛控制塔和新闻中心三个子结构组成桥式连体结构体系.以该体系为研究对象,采用组合支座隔震的方法实现释放温度应力和减小结构地震反应的目的.介绍了这种高位隔震方法的特点和减震原理,优化设计了隔震支座并分析了其特性,利用ANSYS程序对整体结构进行了非线性地震反应分析,最后对比分析了该隔震结构减震效果.结果表明:上海国际赛车场新闻中心采用组合隔震支座后,不仅可以释放温度应力,而且可以显著减小结构地震反应.目前该工程已经投入使用.

【Abstract】 Taking the bridge-like structure at Shanghai International Circuit,which is composed of the main stand,the racing control tower and the press center,as the research object,we made a study and found that temperature-induced force was released and seismic response reduced by means of installing a combined isolator,which consists of one pot-type bearing and four rubber bearings,between the lower towers and the upper steel truss.The characteristics and principles of the high-position isolation are introduced,then the combined isolator is designed and its characteristics described.Afterwards,nonlinear seismic response analysis of the combined structure,with or without isolation, is performed using ANSYS program.The analysis results show that the seismic isolator can release the environmental temperature-induced force and significantly mitigate the seismic responses of the structure.The project has come into service and performed well.

  • 【文献出处】 同济大学学报(自然科学版) ,Journal of Tongji University(Natural Science) , 编辑部邮箱 ,2005年12期
  • 【分类号】TU352.12
  • 【被引频次】80
  • 【下载频次】560
节点文献中: 

本文链接的文献网络图示:

本文的引文网络