张家港双子楼酒店式公寓塔楼动力弹塑性分析及施工模拟分析
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(苏州设计研究院股份有限公司， 苏州 215021)［摘要］对张家港双子楼酒店式公寓塔楼进行动力弹塑性分析，以了解结构在罕遇地震作用下的弹塑性行为，检验其结构布置的合理性和结构的抗震性能，研究构件的损伤及屈服情况，找出结构的薄弱部位及薄弱构件以指导结构设计。本工程酒店式公寓塔楼采用带加强层的型钢混凝土框架钢筋混凝土核心筒混合结构，该种体系在施工中往往采用核心筒领先外围型钢混凝土框架施工、伸臂桁架腹杆后装的施工方案。为了确定该种施工次序对竖向构件的内力及变形的影响，通过ETABS软件进行了专门的施工模拟分析，分析表明，该种施工次序对竖向构件的内力及变形均有较大的影响，设计时应予以考虑。［关键词］超高层； 罕遇地震； 动力弹塑性分析； 施工模拟分析中图分类号：TU973.1+4，TU318 文献标识码：A 文章编号：1002-848X(2013)20-0084-05Elasto-plastic time-history analysis and construction simulation analysis of serviced apartments twin towers in ZhangjiagangShen Yinliang, Wang Kaihua, Dai Yaping, Zhang Min（Suzhou Institute of Architectural Design Co.,Ltd., Suzhou 215021, China）Abstract: Elastic-plastic time-history analysis of serviced apartments twin towers in Zhangjiagang was performed to study the elastic-plastic behavior under the rare earthquake, to study the reasonable arrangements of the structure components as well as seismic performance, to study damage and yield conditions of components and to find out weak parts or components to strengthen. The twin towers adopts hybrid structural system of SRC column frame and core wall with strengthened layers. In construction of this structural system, core wall was usually constructed in advance compared to SRC column frame and installation of web members lags behind. In order to determine the effects of construction sequence on the internal forces and deformation on vertical components, ETABS software was used in construction simulation analysis. Analysis shows that construction sequence has great effects on the internal forces and deformation on vertical components, which should be considered in design.Keywords: super-tall building; rare earthquake; elastic-plastic time-history analysis; construction simulation analysis作者简介：沈银良，硕士，工程师，Email:yinliang.shen@siad-c.com。参考文献［1］戴雅萍，张敏，王开华，等. 张家港双子楼酒店式公寓塔楼结构设计研究［J］. 建筑结构，2013,43（20）：76-83.［2］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.［3］ 北京MIDAS公司．MIDAS理论手册［M］．2004.［4］ 北京迈达斯技术有限公司. MIDAS Building 非线性分析手册［M］.2009.［5］GB 50010—2010混凝土结构设计规范［S］. 北京：中国建筑工业出版社，2011.
