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.
出处
《建筑结构》
CSCD
北大核心
2011年第4期79-82,100,共5页
Building Structure
关键词
超限高层
高宽比
加强层
计算分析
super high-rise building
ratio of height to width
strengthened story
calculating analysis
