福建省金鹿集团总部基于抗震性能的设计
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（中国中建设计集团有限公司（直营总部）, 北京 100037）［摘要］通过工程实例，简要介绍了超高建筑基于抗震性能的设计方法。采用Pushover分析，分别对设防烈度地震及罕遇地震作用下的弹塑性分析结果进行评估。结果表明，在不利的场地类别、设计地震分组以及抗震设防烈度下，抗震性能设计对设计结果的影响显著。［关键词］抗震性能设计; 超高层建筑; 弹塑性分析; Pushover分析中图分类号：TU973+.2 文献标识码：A 文章编号：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作者简介：刘洪治，硕士，工程师，Email：liu.hongzhi@cscec.com。参考文献［1］徐培福，戴国莹.超限高层建筑结构基于性能抗震设计的研究［J］.土木工程学报，2005，38（1）:1-10.［2］李刚，程耿东.基于性能的结构抗震设计-理论、方法与应用［M］. 北京：科学出版社，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，吕西林.延性需求谱在基于性能的抗震设计中的应用［J］.地震工程与工程振动，2004,24（1）：30-38.［6］JGJ 3—2010高层建筑混凝土结构技术规程［S］.北京：中国建筑工业出版社，2011.
