【摘要】 运用不同力学程序对某超限高层建筑结构进行了整体抗震性能分析,在各项指标满足规范的同时,采用弹性时程分析和弹塑性时程分析方法研究了结构动力响应特性,评估了结构在大震下抗震安全性能,结果表明:该超限高层建筑结构能满足多道抗震防线的设计要求。更多还原

【Abstract】 This paper made overall seismic performance analysis on a super high-rise building structure using different mechanical procedures,in each indicator meet the specification,using the elastic time history analysis and elastic-plastic time history analysis method researched the structures dynamic response characteristics,assessed the seismic and safety performance under strong earthquakes,the result showed:the super highrise building structure could meet the design requirements of multi-channel seismic defense line.更多还原