周  斌，  刘琼祥，  王启文
    （深圳市建筑设计研究总院有限公司，深圳 518031）

[摘要] 深圳太平金融大厦采用低层带剪力墙和桁架的SRC框架双筒，是一幢结构高度228m的超高层多重复杂结构。设计中利用ABAQUS进行了罕遇地震作用下的动力弹塑性时程分析，研究了结构在实际地震作用下出现的破坏模式和塑性发展特点，对结构的抗震性能作出了较合理的全面评价，发现并了解结构的抗震薄弱部位，最后为加强结构整体抗震能力提出若干建议和措施。
[关键词] 超高层建筑；弹塑性；时程分析；
中图分类号：TU355,  TU352.1 +1    文献标识码：A  文章编号：1002 -848X( 2012) Sl -0168 -05

Elastic-plastic time-history analysis of Shenzhen Pacific Finance Building
Zhou Bin, Liu Qiongxiang, Wang Qiwen
( Shenzhen Generallnstitute of Arclutectural Design&Research Co., Ltd., Shenzhen 518031, Cluna)

Abstract: Shenzhen Pacific Finance building with a height of 228m is a SRC frame tube and tube multi-complex high-rise Hulding including shear walls and trusses in the low-rise. Elastic-plastic time-lustory analysis was performed by ABAQUS software subjected to actual seisnuc waves. The failure modes and plastic zone development of the building were researched. Based on the overall analysis, the seismic measures and details were proposed for the weak place and seismic capacity of the structure.
Keywords: super high-rise building; elastic-plastic; time-history analysis