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張  琳，  張德龍，  程華群，  郭立峰

(深圳市華陽國(guó)際工程設(shè)計(jì)有限公司，深圳518038)

 

[摘要] 介紹了剪力墻超高層住宅抗震性能目標(biāo)的確定，通過小震彈性計(jì)算分析、中震彈性及中震不屈服計(jì)算分析、大震動(dòng)力彈塑性時(shí)程分析、樓板應(yīng)力分析等，并對(duì)結(jié)構(gòu)的薄弱部位和薄弱構(gòu)件采取有針對(duì)性的抗震加強(qiáng)措施，論證了結(jié)構(gòu)可達(dá)到預(yù)期的抗震性能目標(biāo)。

[關(guān)鍵詞] 剪力墻結(jié)構(gòu)；超高層住宅；結(jié)構(gòu)抗震性能目標(biāo)；彈性計(jì)算分析；中震彈性計(jì)算分析；中震不屈服計(jì)算

分析；動(dòng)力彈塑性時(shí)程分析

中圖分類號(hào)：TU398 +.2    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2012) S2-0262-04

 

Zhang Lin, Zhang Delong, Cheng Huaqun, Guo Lifeng

( Shenzhen Capol Intemational & Associates Limited,  Shenzhen 518038,  China)

 

Abstract: The determination of structural seismic performance objectives of the shearwall super high-rise residential Hulding was introduced. Based on elastic calculation analysis under multiple earthquake, elastic and non-yielding calculation analysis under moderate earthquake, dynamic elastic-plastic time-history analysis under rare earthquake, and adopted the corresponding seismic strengthening measures on the weak positions and members, the results proved that the structure can achieve the anticipated seismic performance objectives.

Keywords: shearwall structure; super high-rise residential building; seismic performance objectives of structure; elastic calculation analysis; elastic calculation analysis under moderate earthquake; non-yielding calculation analysis under moderate efuthquake; dynanuc elastic-plastic time-history analysis