（华东建筑设计研究院有限公司现代都市建筑设计院, 上海 200070）

［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。

［关键词］时程分析； 弹塑性分析； 屈曲分析

中图分类号： TU398 文献标识码： A文章编号：  1002-848X(2016)S1-0294-03

Seismic design of a high rise building in Shanghai

Luo Pinghang

(East China Architectural Design ＆ Research Institute Co., Ltd., UD Architectural Design Institute, Shanghai 200070, China)

Abstract: 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.

Keywords: time history analysis; elasto-plastic analysis; buckling analysis

作者简介：罗平航，硕士，一级注册结构工程师，Email:67022535@qq.com。