苏州太湖科技产业园研发大楼结构设计
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(苏州设计研究院股份有限公司, 苏州 215021)［摘要］苏州太湖科技产业园研发大楼为带异形连接体的复杂高层建筑。介绍了工程的特点和结构设计情况，重点介绍了连接体的选型、分析和支座构造，对比分析连接体对主体建筑的影响；对部分重要和受力复杂构件进行性能化设计。为了实现通透大办公空间，主楼采用了剪力墙偏置、东西两端布置V形支撑的抗侧力体系，具有良好的抗震性能。［关键词］高层结构； 连体结构； 抗震性能目标； 带支撑框架-剪力墙结构； 阻尼减震防脱落装置中图分类号：TU398+.2，TU973.1+6 文献标识码：A 文章编号：1002-848X(2013)20-0035-04Structural design on R&D building of Suzhou Taihu Science and Technology Industrial ParkYe Yongyi, Tan Qian, Zhang Weimin, Bian Kejian(Suzhou Institute of Architectural Design Co., Ltd., Suzhou 215021, China)Abstract: R&D building of Suzhou Taihu Science and Technology Industrial Park is a complex high-rise building with abnormally shaped connecting structure. Project characteristics and structure design were introduced including structural system selection, structural analysis and details of support structure. Effects of connecting structure on the main building were compared. Performance-based design was carried out on some important and complicated components. To achieve transparent large office space in the main building, shear wall was partially set on the north. Lateral resisting system of V-shaped supports was set on the east and west ends, which has well seismic performance.Keywords: high-rise structure; connecting structure; seismic performance objective; braced frame-shear wall structure; damping anti-drop device作者简介：叶永毅，硕士，研究员级高级工程师，一级注册结构工程师，副总工程师，Email:yongyi.ye@siad-c.com。参考文献［1］林同炎，S·D·斯多台斯伯利. 结构概念和体系［M］. 北京：中国建筑工业出版社，2007.［2］JGJ 138—2001 型钢混凝土组合结构技术规程［S］. 北京：中国建筑工业出版社，2001.［3］魏利金. 高烈度区某超限复杂高层建筑结构设计与研究［J］. 建筑结构，2012，42（S1）：59-67.［4］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.
