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苏州合景大型商业综合体地下3层,地上裙房为8层框架结构,塔楼为22层框架-剪力墙结构,总高度93.190m。本项目结构形状不规则,体型复杂,通过PKPM,ETABS软件进行多遇地震、设防烈度地震、罕遇地震下的结构计算分析,并对结构进行Pushover分析、温度应力分析。计算结果表明,通过多种软件计算分析以及采取有针对性的加强措施,能够实现结构预定的性能设计目标,保证了结构的安全及抗震性能。
Suzhou He King large commercial complex on the ground floor 3, the ground podium for the 8-story frame structure, the tower 22-story frame - shear wall structure, the total height of 93.190m. The structure of this project is irregular in shape and complex in shape. The structure calculation and analysis under frequent earthquakes, fortified earthquakes and rare earthquakes are carried out by PKPM and ETABS softwares. Pushover analysis and temperature stress analysis are carried out on the structure. The calculation results show that through a variety of software calculation and analysis and targeted reinforcement measures, it can achieve the predetermined performance design goals of the structure and ensure the structural safety and seismic performance.