陈  虎，  张良平，  钟玉柏，  王卫忠
 (华森建筑与工程设计顾问有限公司，深圳518054)

[摘要] 以深圳市某超高层综合体为分析对象，采用基于梁柱塑性铰和剪力墙纤维模型的MIDAS Building软件对结构进行罕遇地震下动力弹塑性分析。计算结果表明，结构的各项性能指标未超过预定的性能目标，结构主要抗侧力构件没有出现较大的损伤，能满足性能设计的要求，同时满足规范地震不倒的性能目标。
[关键词] 超高层建筑；动力弹塑性时程分析；抗震性能设计
中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) S2-0061-04

Elastic-plastic time-history analysis ona super high-rise brulding in Shenzhen
Chen Hu, Zhang Liangping, Zhong Yubai, Wang Weizhong
( Huasen Architecture ＆Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: The analysis object is a super high-rise building in Shenzhen. Elastic-plastic time-history analysis is performed on the super-high building by MIDAS Building software subjected to actual seismic waves, based on the theory of plastic hingers (beams and columns) and fiber model (walls). The results show that the performance-based seismic object defined in advance is achieved and meet the code requirements.
Keywords: super high-rise building; dynamic elastic-plastic analysis; performance-based seismic design