高层钢-钢骨混凝土混合结构的设计研究  

Design and Research of Certain High-rise Steel Reinforced Concrete Building

作　　者：吕方宏[1] 孙昱斌[2] 

机构地区：[1]同济大学,上海200092 [2]中国建筑设计研究院,北京100044

出　　处：《建筑结构》2002年第11期42-46,共5页Building Structure

摘　　要：结合一幢高层钢 钢骨混凝土混合结构的设计 ,着重介绍了在罕遇地震作用下采用层模型和空间模型的弹塑性分析计算结果、钢骨混凝土柱与钢梁的计算、节点设计及相应的构造措施 ,供结构工程师参考。According to the structure design of a high rise steel reinforced concrete building,the elastic and plastic analysis,calculation of steel reinforced concrete basic member and joints design are emphasis introduced.Compared with the reinforced concrete structure,the section of column is decreased,and the ductility is increased.So it is an economic and reasonable structure style.

关 键 词：混合结构 钢骨混凝土 延性 弹塑性 层模型 塑性铰 高层建筑 

分 类 号：TU973.14[建筑科学—结构工程]