(汕头市建筑设计院，汕头 515031)

［摘要］广州爱群会景湾由A，B两幢塔楼和裙房组成，两个塔楼高度184.6m。存在平面不规则、竖向不规则、大底盘多塔楼和高位转换等超限情况，属于复杂高层建筑结构。结构设计时从抗震概念设计出发，适当提高结构抗震性能目标，采用不同的计算软件进行结构分析，采取有针对性的构造加强措施，从而确保了结构的抗震安全性。

［关键词］超限高层建筑；框支剪力墙；高位转换；大底盘多塔；抗震性能目标；振动台试验

中图分类号：TU318.8,TU973.2文献标识码：A文章编号：1002-848X(2011)04-0083-05

Structural design of Huijing Bay super high-rise building in Guangzhou

Zhou Yuezhou, Li Xiaoxi(Shantou Building Design Institute, Shantou 515031, China)

Abstract:Huijing Bay is composed of one podium and two tower buildings A and B. The height of the two towers is 184.6 meters. It is a complex super high-rise building with many unfavourable factors, including irregular plane, vertical irregularity, multi-towers with large chassis, and high-level transfer. Based on structural seismic conception design, seismic design objectives of the building were increased, various computing softwares for structural analysis and specialized seismic fortification measures were applied to ensure the seismic safety of the building.

Keywords:super high-rise building; supported-frame shear-wall system; high-level transfer; multi-tower with large chassis; seismic design objectives; shaking table test

作者简介：周越洲，高级工程师，一级注册结构工程师，注册土木(岩土)工程师，Email：zhouyuezhou@126.com。

参考文献

［1］徐培福，戴国莹. 超限高层建筑结构基于性能抗震设计的研究［J］.土木工程学报,2005,38(1)：1-10.

［2］广州会景湾结构抗震模型试验与抗震安全性分析［R］. 大连理工大学振动与强度测试中心有限公司,2007.