节点文献

新型大跨度弦支穹顶结构的动力特性与抗震试验

Novel Dynamical Feature and Anti-seismic Experiment About the Big Span Suspend-dome Structure

  • 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】 王冬梅张爱林刘学春

【Author】 WANG Dong-mei1,2,ZHANG Ai-lin1,LIU Xue-chun1(1.College of Architecture and civil Engineering,Beijing University of Technology,Beijing 100124,China; 2.China Nuclear Power Engineering Co.Ltd.,CNNC,Beijing 100840,China)

【机构】 北京工业大学建筑工程学院中核集团中国核电工程有限公司

【摘要】 弦支穹顶结构是一种新型的预应力钢结构体系,适用于大跨度空间结构的屋盖.为了保证北京奥运会羽毛球馆新型大跨度弦支穹顶结构的抗震性能.利用北京工业大学的九子台阵系统完成了对9.3 m弦支穹顶结构模型的动力特性试验和振动台试验.试验测得模型的多阶自振频率、振型,得到了模型在竖直地震动作用下的加速度、位移、杆件应变、索轴力的响应及响应变化规律.试验结果表明弦支穹顶结构振型密集,在八度大震作用下,具有良好的抗震性能.

【Abstract】 A suspend-dome structure is a new prestressed steel system,which is suitable for the roof of a big span structure.The experiment study on the anti-seismic performance of the new-type large span suspend-dome of badmiton Gympasiwm for 2008 Olympic Games is a guarantee to a large-scale public building.The dynamic feature and vibration table experiments of a 9.3 m suspend-dome structure model were conducted through the multiple vibration table array system in Beijing University of Technology.Dynamical features of the model were tested.The responses and rules of acceleration,displacement,stress of the structure,and force of cable under the earthquake were obtained.Results show that the structure has closely distributed modes,and has good anti-seismic performance under strong earthquakes at a magnitaude of eight.

【基金】 国家自然科学基金资助项目(50678012);北京市拔尖创新人才资助项目(05004311200601)
  • 【文献出处】 北京工业大学学报 ,Journal of Beijing University of Technology , 编辑部邮箱 ,2012年02期
  • 【分类号】TU399
  • 【被引频次】4
  • 【下载频次】276
节点文献中: 

本文链接的文献网络图示:

本文的引文网络