摘要
本工程楼高76.19m,采用装配整体式部分框支剪力墙结构体系,为A级超限高层建筑。采用PMSAP软件及YJK-A软件进行多遇地震下的整体结构分析(振型分解反应谱法),采用YJK-A软件对结构作多遇地震下的弹性动力时程分析作为补充计算,采用PKPM-SAUSAGE软件进行罕遇地震下的弹塑性时程分析,采用PMSAP软件作弹性板分析,复核平面大洞口周边部位的楼板应力。
The building of the project is 76.19 meters high, and adopts the assembled integral partial frame supported shear wall structure system. It is a class a super high-rise building. PMSAP software and YJK-A software are used to analyze the whole structure under frequent earthquakes(mode decomposition response spectrum method). YJK-A software is used to analyze the elastic dynamic time history of the structure under frequent earthquakes as supplementary calculation. PKPM-sausage software is used to analyze the elastic-plastic time history under rare earthquakes. PMSAP software is used to analyze the elastic plate, Recheck the floor stress around the large opening.
作者
王胜
WANG Sheng(Shanghai Architectural Design and Research Institute Co.,Ltd.,Shanghai 200041,China)
出处
《建筑结构》
CSCD
北大核心
2021年第S02期468-472,共5页
Building Structure
关键词
高层建筑
装配整体式部分框支剪力墙结构
弹塑性时程分析
high rise building
assembled integral partial frame supported shear wall structure
elastic-plastic time history analysis
