（1 华南理工大学土木与交通学院高层建筑结构研究所，广州 510640；2 化工部长沙设计研究院，珠海 519000）

［摘要］天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。采用基于性能的抗震设计方法，利用承载力与变形验证不同水准下结构与构件的抗震性能，包括小震弹性计算，中震弹性及中震不屈服构件验算，以及罕遇地震下的弹塑性分析。提出了相应的超限设计措施，使结构能够实现预定的性能目标。同时根据工程的风洞试验结果进行风振时程分析，并将分析结果与规范风静力荷载计算得出的结果比较，取较不利者进行抗风设计。

［关键词］超限高层； 基于性能的抗震设计； 弹塑性时程分析Structure design of ultra-limit high-rise building of the Synonym Haifeng

Han Xiaolei¹, Chen Xuewei¹, Gu Ximin², Lin Shengyi¹, Wu Peifeng¹， Mao Guiniu¹， He Weiqiu¹(1 Tall Building Structure Research Institute, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; 2 Changsha Design and Research Institute of Chemical Industry Ministry, Zhuhai 519000, China)

Abstract:Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed. Structure and component performance were verified based on bearing capacity and deformation under different levels, including elastic analysis under frequent earthquake, un-yielding and elastic check of structure components under medium earthquake, static and dynamic inelastic analysis under rare earthquake. Series of relevant were suggested to make sure the performance object can be well realized. Besides, wind induced vibration time history analysis was carried out and the analysis results were compared with the results calculated according to the codes, and the unfavorable condition was taken considered in the wind-resistant design.

Keywords:ultra-limit high-rise building; anti-seismic design based on performance; inelastic time history analysis

华南理工大学亚热带建筑科学国家重点实验室自主研究项目(2009ZA04)，“十一五”国家科技支撑计划项目(2009BAJ04A12)。

作者简介：韩小雷，教授，博士生导师，Email:xlhan@scut.edu.cn。

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