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賈文文1,  李遠(yuǎn)輝2
(1深圳市清華苑建筑設(shè)計(jì)有限公司，深圳518054;2北京市建筑設(shè)計(jì)研究院深圳院，深圳518026)

[摘要] 本文以某部分框支剪力墻超高層結(jié)構(gòu)為例，采用三維彈塑性分析軟件PerForm-3D分別進(jìn)行了彈塑性時(shí)程分析和靜力彈塑性分析，將獲得的整體反應(yīng)結(jié)果和構(gòu)件損傷情況進(jìn)行了對(duì)比。結(jié)果表明：兩者一致地提示了結(jié)構(gòu)彈塑性反應(yīng)的基本特點(diǎn)，主要指標(biāo)吻合較好，說明當(dāng)結(jié)構(gòu)基本振型有效質(zhì)量參與系數(shù)大于50010以上時(shí)，可用靜力彈塑性代替動(dòng)力彈塑性分析，并可取得較好的計(jì)算結(jié)果。
[關(guān)鍵詞] 超限高層；基于性能的抗震設(shè)計(jì)；彈塑性分析
中圖分類號(hào)：TU973 +.212    文獻(xiàn)標(biāo)識(shí)碼：A    文章編號(hào)：1002-848X(2012) S2-0132-04

Contrastive analysis and study on elastic-plastic performance of a super high-rise residential structure
Jia Wenwenl, Li Yuanhuj2
(1 Shenzhen Tsinghua-Yuan Architectural Design Co., Ltd., Shenzhen 518054, China; 2 Beijing Institute of Arclutechtural Design( Shenzhen), Shenzhen 518026, China)

Abstract: Based on a super high-rise and partial framed-supported shear wall structure, inelastic history analysis and static inelastic analysis were camed out using Perform-3D which was a professional software specialized on inelastic analysis in 3D structures. Structuralintegrated responses and the components' damage status were obtained from analysis and compared to each other. The results showed consistently the sinular basic characteristic of structural inelastic responses, and the key indexes were in good agreement.  It indicates that dynamic inelastic analysis can be instead of static inelastic analysis when the participation factor of effective mass of structural basic modal is greater than 50%, and a satisfying result would be obtained.
Keywords: super lugh-rise building; anti-seismic design based on performance; inelastic analysis