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.
出处
《建筑结构》
CSCD
北大核心
2002年第11期42-46,共5页
Building Structure
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
steel reinforced concrete
ductility
elastic and plastic analysis
layer model
plastic hinge
