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胡  鳴，  秦  帆，  唐增洪，  莫德明
（深圳機(jī)械院建筑設(shè)計(jì)有限公司，深圳518027）

[摘要] 介紹了無(wú)錫某超高層商住樓的設(shè)計(jì)內(nèi)容，包括結(jié)構(gòu)布置、抗震計(jì)算分析、彈塑性分析、性能設(shè)計(jì)、主要抗震措施及有關(guān)的結(jié)構(gòu)概念設(shè)計(jì)，說(shuō)明對(duì)超高層結(jié)構(gòu)設(shè)計(jì)應(yīng)采用恰當(dāng)?shù)挠?jì)算程序和計(jì)算模型，并采用恰當(dāng)?shù)母拍钤O(shè)計(jì)和構(gòu)造措施，內(nèi)容可供同類工程設(shè)計(jì)時(shí)參考。
[關(guān)鍵詞] 框架-核心筒結(jié)構(gòu)；彈塑性時(shí)程分析；抗震措施
中圖分類號(hào)：TU398.7    文獻(xiàn)標(biāo)識(shí)碼：A    文章編號(hào)：1002-848X(2012) S2-0096-05

Elastic-plastic time-history analysis of a tall office building in Wuxi
Hu Ming, Qin Fan, Tang Zenghong, Mo Deming
( Shenzhen Machinery Institute Architectural Design Co.,  Ltd., Shenzhen 518027, China)

Abstract: The structural design, which includes structural plan, seisnuc analysis, seismic fortification measures and related conceptual design, was introduced. By using the right analysis software and model,proper conceptual design and appropriate detailing, unfavorable effects can be reduced. It can be used as reference for similar projects.
Keywords: frame-tube structure; elastic-plastic time-history analysis; aseismic measure