(同济大学建筑设计研究院，上海 200092)

［摘要］高层连体结构受力复杂，超限项次较多。结合工程实例，从体系选型、结构布置、超限判别、概念设计等方面进行阐述，采用多模型多程序对其作详细的弹性和弹塑性分析，评价其抗震性能。对连体进行专项分析，并采取相应构造加强措施。

［关键词］连体结构；超限分析；静力弹塑性分析

Static and Pushover Analysis of the Tall Building With Design Beyond the Code Limits

Zhang Zheng, Ding Jiemin, Wang Zhongping, Wang Pei(Architecture Design & Research Institute of Tongji University,Shanghai 200092,China)

Abstract:Analysis of tall building with design beyond the code limits is very complex. It focuses on one joined bodies structure and gives some analysis results and advises about the selection of structural system,layout of the structure,concept design,and so on.

Keywords:joined bodies structure; tall building; design; beyond the code limits; pushover analysis

作者简介：张峥(1962-)，男，硕士，E-mail:72zz@tjadri.com。

参考文献

［1］徐培福，傅学怡，王翠坤，等.复杂高层建筑结构设计［M］.北京：中国建筑工业出版社，2005.

［2］任旭.高层连体结构弹塑性分析及处理措施［J］.工程抗震与加固改造，2006(3).