（同济大学建筑工程系， 上海 200092）

 [摘要]以深圳地区某超高层建筑为工程案例，对其在不同地震作用下的抗震性能进行分析。采用了ETABS软件分析该结构在多遇地震作用下的性能，使其满足规范要求。运用STRAT软件进行结构大震弹塑性分析，并对关键构件的损伤状态进行研究。分析结果表明结构在多遇地震和罕遇地震下都达到了性能设计的目标，满足“小震不坏、中震可修、大震不倒”的设计目标，抗震性能达到相关规范标准。

[关键词]超高层； 结构设计； 弹塑性分析

中图分类号： TU318 文献标识码： A文章编号：  1002-848X(2016)S2-0051-05

Structural analysis and design of a super high-rise building in Shenzhen

Liu Peng

(Department of Construction Engineering, Tongji University, Shanghai 200092, China)

Abstract：Taking a super high-rise building in Shenzhen as the project case, the seismic performance under different seismic action was analyzed. ETABS was used to analyze the structure performance under frequent earthquake, to meet the regulatory requirements. STRAT was used to analyze the elastic-plastic performance and examine the damage state of key members under rare earthquake. The results show that the structure reach the performance goals under frequent and rare earthquake, meet the no broken under small earthquake and no collapsing under strong earthquake, and seismic performance meet the relevant regulatory requirements.

Keywords: super high-rise; structural design; elastic-plastic analysis

作者简介： 刘鹏，硕士研究生，Email：tongjiliupeng@126.com。