摘要
扬州东方国际大酒店为高度280m的超高层建筑,采用钢管混凝土框架柱-钢筋混凝土剪力墙核心筒的混合结构体系,采用SATWE进行弹性时程分析,采用PUSH&EPDA进行大震下的推覆分析和动力弹塑性时程分析,同时用MIDAS/Building分析关键部位在中震作用下的拉应力,用MIDAS/FEA对关键节点进行了中震、大震下的应力分析。通过分析得出结构能满足抗震性能设计的要求,并采取了一些有效的构造加强措施,可供同类工程参考。
Yangzhou East International Hotel is a super high-rise building（height is 280m）with concrete filled steel tubular column-concrete core wall structure system.The elastic time history analysis under frequent earthquake by SATWE,elastic-plastic static analysis（Pushover） and elastic-plastic dynamic analysis（EPDA） under rare earthquake by PUSHEPDA were carried out.The tensile stress of the key parts under medium earthquake was analyzed by MIDAS Building.The stress of key points under medium and rare earthquake was analyzed by MIDAS/FEA.The results show that the structure can meet the requirement of performance-based seismic design.Some strengthening measures were used to ensure the security of the structure.It can be a reference for other similar projects.
出处
《建筑结构》
CSCD
北大核心
2013年第6期28-33,共6页
Building Structure
关键词
超高层建筑
钢管混凝土柱
时程分析
弹塑性分析
抗震性能设计
super high-rise building
concrete filled steel tubular column
time history analysis
elastic-plastic analysis
performance-based seismic design
