（广州瀚华建筑设计有限公司，广州 510655）

［摘要］采用基于性能的抗震设计方法,应用SATWE，ETABS，MIDAS/Gen，ABAQUS6.5等软件对一栋高度约265m超B级高度的超限高层建筑进行抗震超限分析，介绍了该结构超限抗震设计情况和技术措施。

［关键词］超高层；小震；中震；大震；抗震性能目标；Pushover；弹塑性分析

中图分类号：TU973.17, TU973.212文献标识码：A文章编号：1002-848X(2011)08-0029-05

Seismic design of Guangsheng International Building beyond code limits

Yan Shiji, Yao Yongge, Zheng Jiandong(Guangzhou Hanhua Architects+Engineers Ltd., Guangzhou 510655， China)

Abstract:Based on the performance-based seismic design method, seismic analysis of Guangsheng International Building with 265m-high was carried out by-SATWE,ETABS,MIDAS/Gen and ABAQUS6.5 softwares. The seismic design method and the technical measures of this-structure were introduced to give a reference to similar projects.

Keywords:super high\|rise building；minor earthquakes；moderate earthquakes；major earthquakes；performance\|based seismic design goals；Pushover；elasto\|plastic time\|history analysis

作者简介：严仕基，高级工程师，Email:Yanshiji@gzhanhua.com。

参考文献

［1］广东省实施《高层建筑混凝土结构技术规程》（JGJ3—2002）补充规定［S］. 北京：中国建筑工业出版社,2005.

［2］JGJ3—2002 高层建筑混凝土结构技术规程［S］. 北京：中国建筑工业出版社, 2002.