无锡苏宁广场超限高层结构设计  

Structure design of super high-rise building of Wuxi Suning Plaza

作　　者：贾锋[1] 朱旭荣[1] 

机构地区：[1]江苏省建筑设计研究院有限公司,南京210029

出　　处：《建筑结构》2011年第4期79-82,100,共5页Building Structure

摘　　要：无锡苏宁广场项目由南、北两座超高层塔楼,以及平面布置特别不规则的商业裙楼构成。着重介绍了工程的体系特点,基于性能的抗震设计原则和方法,风洞试验结果分析和应用,整体计算结果,动力弹塑性分析结果,以及针对工程中的薄弱环节所采取的相应对策和措施。Wuxi Suning Plaza is composed of two high-rise towers in south and north and a commercial podium which is extremely irregularly arranged.The system characteristics of the structure,the principles and methods of aseismic calculation based on performance,analysis and application of the wind tunnel test results,overall computing results,EPDA analysis results as well as the response strategy and measures that should be adopted in the weak members were introduced.

关 键 词：超限高层 高宽比 加强层 计算分析 

分 类 号：TU355[建筑科学—结构工程]