摘要
针对上海城市新汇商办项目的超限高层抗震设计问题。介绍了MIDAS Building和SATWE的对比分析、弹性时程分析、罕遇地震静力弹塑性分析、穿层柱屈曲分析以及采取的针对性加强措施。
Aiming at this problem of the seismic design of the super high rise building for the New Shanghai City,expatiate comparative analysis of SATWE and MIDAS,elastic time history analysis,analysis of static elastic plastic analysis of rare earthquake,and take measures to strengthen were introduced.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期294-296,共3页
Building Structure
关键词
时程分析
弹塑性分析
屈曲分析
time history analysis
elasto-plastic analysis
buckling analysis
