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

[摘要] 该塔楼高249. 8m，属于超高层建筑，且存在较多斜柱，设置有两道加强层，加强层包括伸臂桁架和环桁架。因此需要进行动力弹塑性时程分析以评估该结构及其构件在罕遇地震作用下的性能。
[关键词] 超高层建筑；动力弹塑性时程分析；伸臂桁架和环桁架；加强层
中图分类号：TU973,TU375    文献标识码：A  文章编号：1002-848X(2012) S2-0031-07

    Dynamic nonlinear time history analysis for asuper high rise building in Shenzhen
    Zhong Yubai, Zhang Liangping, Wang Weizhong, Shang Wenhong, Chen Hu
    ( Huasen Architecture & Engineering Design Consultants Ltd.,  Shenzhen 518054,  China)

Abstract: This is a super high rise building with 249. 8m height, which includes a few inclined columns, two stories with outriggers and belt trusses. The dynamic nonlinear time history analysis is needed to assess the performance of the structure and its components.
Keywords: super high rise building; dynamic nonlinear time history analysis; outriggers and belt trusses; story with outriggers and belt members