福建省金鹿集團(tuán)總部基于抗震性能的設(shè)計(jì)
劉洪治, 陳永志, 杜曉寧
- 摘 要
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（中國(guó)中建設(shè)計(jì)集團(tuán)有限公司（直營(yíng)總部）, 北京 100037）［摘要］通過(guò)工程實(shí)例，簡(jiǎn)要介紹了超高建筑基于抗震性能的設(shè)計(jì)方法。采用Pushover分析，分別對(duì)設(shè)防烈度地震及罕遇地震作用下的彈塑性分析結(jié)果進(jìn)行評(píng)估。結(jié)果表明，在不利的場(chǎng)地類(lèi)別、設(shè)計(jì)地震分組以及抗震設(shè)防烈度下，抗震性能設(shè)計(jì)對(duì)設(shè)計(jì)結(jié)果的影響顯著。［關(guān)鍵詞］抗震性能設(shè)計(jì); 超高層建筑; 彈塑性分析; Pushover分析中圖分類(lèi)號(hào)：TU973+.2 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2014)23-0006-03Performance-based seismic design of Fujian Golden Deer Group HeadquartersLiu Hongzhi, Chen Yongzhi, Du Xiaoning(China Construction Engineering Design Group Corporation Limited（Head Quarter), Beijing 100037, China)Abstract: Performance-based seismic design of ultra high-rise buildings was introduced briefly on the basis of a project. Pushover analysis was applied, and elastic-plastic analysis results under the intensity earthquake and the rare earthquake were estimated respectively. The results show that performance-based seismic design influences design results observably when site classification, classification of design earthquake and seismic fortification intensity are particularly adverse.Keywords: performance-based seismic design; super high-rise building; elastic-plastic analysis; Pushover analysis作者簡(jiǎn)介：劉洪治，碩士，工程師，Email：liu.hongzhi@cscec.com。參考文獻(xiàn)［1］徐培福，戴國(guó)瑩.超限高層建筑結(jié)構(gòu)基于性能抗震設(shè)計(jì)的研究［J］.土木工程學(xué)報(bào)，2005，38（1）:1-10.［2］李剛，程耿東.基于性能的結(jié)構(gòu)抗震設(shè)計(jì)-理論、方法與應(yīng)用［M］. 北京：科學(xué)出版社，2004.［3］ATC-40-Seismic evaluation and retrofit of concrete buildings［R］.California:Applied Technology Council,1996.［4］FEMA-273-Nehrp Guidelines for seismic rehabilitation of buildings［R］. Washington D.C.,1997.［5］周定松，呂西林.延性需求譜在基于性能的抗震設(shè)計(jì)中的應(yīng)用［J］.地震工程與工程振動(dòng)，2004,24（1）：30-38.［6］JGJ 3—2010高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］.北京：中國(guó)建筑工業(yè)出版社，2011.
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