【作者】 林建萍； 杜明； 杨扬； 王剑峰；

【Author】 LIN Jianping;DU Ming;YANG Yang;WANG Jianfeng;Architectural Design & Research Institute of Tongji University(Group)Co.,Ltd.;

【机构】 同济大学建筑设计研究院(集团)有限公司；

【摘要】 本文介绍了2010系列结构设计规范中关于结构抗震性能设计方法的主要规定,并将规范规定的设计分析方法应用于某超限高层结构设计工程实例。参照规范规定并结合实际情况确定了合适的结构抗震性能目标,选用合适的计算分析软件,论证了所做的结构设计达到了所选定的性能目标的要求。该设计分析方法可供今后其他复杂结构或超限高层筑结构抗震性能设计时参考。更多还原

【Abstract】 This paper offers an introduction of the performance-based seismic design method of structures provided by 2010 series structural design specifications.Furthermore,an example of the structural design of an out-of-codes tall building that uses this method is provided.By reference to the specification and the actual situation,a set of suitable seismic performance objectives were determined.A variety of softwares were used to proof the structural design meets the requirements of these objectives.The design and analysis method introduced in this paper may offer references to future structural design of similar complex buildings or out-of-codes buildings.更多还原