复旦大学国际学术交流中心结构设计  

Structural Design of Fudan SIG Academic Exchanges Center

作　　者：任玉贺[1] 钟宇 余梦麟[1] 

机构地区：[1]上海建筑设计研究院有限公司,上海200041 [2]上海国际集团有限公司,上海200002

出　　处：《结构工程师》2007年第3期5-8,共4页Structural Engineers

摘　　要：复旦大学国际学术交流中心是一个多功能的五星级宾馆建筑,整个结构平面为一个不规则的狭长Z形,主体结构采用钢筋混凝土框架-抗震墙结构,除加强抗扭刚度外,还要调整剪力墙的位置,以满足规范的各项要求。为确证楼板平面内无限刚的分析假定,进一步分析比较了在无限刚度及实际楼板变形下,对抗侧体系内力分配的影响。Fudan SIG Academic Exchanges Center is a multifunctional hotel. The plane of the structure is an abnormity Z shape. The structural system of the building is frame - shear wall structure. Shear walls are designed to meet the reqirements of design codes as well as to strengthen the torsional stiffness of the building. Both the rigid floor slab and the deforming floor slab are taken into account in the structural analysis to verify the rigid floor slab assumption.

关 键 词：平面不规则 框架-抗震墙 楼板无限刚 非正交 

分 类 号：TU318[建筑科学—结构工程]