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（華東建筑設(shè)計(jì)研究院有限公司現(xiàn)代都市建筑設(shè)計(jì)院, 上海 200070）

［摘要］針對(duì)上海城市新匯商辦項(xiàng)目的超限高層抗震設(shè)計(jì)問(wèn)題。介紹了MIDAS Building和SATWE的對(duì)比分析、彈性時(shí)程分析、罕遇地震靜力彈塑性分析、穿層柱屈曲分析以及采取的針對(duì)性加強(qiáng)措施。

［關(guān)鍵詞］時(shí)程分析； 彈塑性分析； 屈曲分析

中圖分類(lèi)號(hào)： TU398 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)：  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

作者簡(jiǎn)介：羅平航，碩士，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:67022535@qq.com。