PERFORMANCE-BASED STRUCTURAL SEISMIC ANALYSIS OF HIGH-RISE BUILDINGS

摘要：

Super high-rise buildings are the tall buildings which are beyond code limit in height or structural type, or with special irregular shapes. The principle and key points of seismic design with different type are proposed in this paper. Taking Quanzhou Puxi Wanda Square and Jiangxi Nanchang Greenland Central Plaza as examples, the complex high-rise buildings are analyzed. The structural dynamic performance is evaluated using the method of elastic-plastic time-history analysis. The earthquake-resistant measures are given based on the characteristics of the bearing capacity. It would be valuable for designers to do the seismic analysis of high-rise buildings.

作者: Shu-Zhi Lin Ze-Yao Xu

作者单位: Xiamen Construction and Administration Bureau,Xiamen,Fujian,361003,China School of Architecture and School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian,361005,China

会议类型: 国际会议

会议名称: The International Symposium on Innovation & Sustainability of Structures in Civil Engineering(2011年土木工程结构创新与可持续发展国际会议)

会议地点: 厦门

会议语种:英文

页码: 116-123

在线出版日期: 2011-10-28（万方平台首次上网日期，不代表论文的发表时间）