THE SEISMIC BEHAVIOR ANALYSIS OF THE MAIN TOWER BUILDING OF BEIJING YINTAI CENTER

摘要：

In this study, the seismic behavior of the main tower building of Beijing Yintai Center is presented with regard to the dynamic characteristics analysis and seismic response analysis. Firstly, by means of three-dimensional finite element analysis software, the dynamic properties and seismic responses under frequent earthquake action of the structure are obtained, respectively. It can be seen that the structure has a rational arrangement for structural elements and has a good aseismic behavior. Then, the seismic behavior of the structure is studied through the dynamic elastio-plastic analysis method and static elasto-plastic ananlysis method under rare earthauake. Analysis results of both analysis methods show that the behavior of the structure accords with the earthquake performance objectives and the structure would not collapse under the rare earthquake action.

关键词： Dynamic properties Seismic response Dynamic elasto-plastic Static elasto-plastic

作者: Zhiqiang Zhang Aiqun Li Yong Sun Mengya Huang Peibin Li Yu Lou Guangpeng Zhao Zuochao Lv

作者单位: College of Civil Engineering, Southeast University, Nanjing 210096, China China Electronics Engineering Design Institute, Beijing 100000, China

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）