某商场钢屋盖柱顶铸钢节点有限元分析  

The Finite Element Analysis of the Cast Steel Joint of the Steel Roof of a Market

作　　者：刘敏[1] 张碧兵 

机构地区：[1]湖北城市建设职业技术学院,武汉430205 [2]武汉市第二船舶设计院,武汉430064

出　　处：《工程建设与设计》2015年第5期43-45,共3页Construction & Design for Engineering

摘　　要：基于ANSYS软件,对某商场钢屋盖柱顶铸钢节点进行有限元分析。通过抗震性能分析(中震弹性设计、大震不屈设计)和极限承载力分析,结果表明该铸钢节点满足设计要求,设计可靠。结果可供同类建筑设计参考。Based on ANSYS solivcare, finite element analysis is performed on the cast steel joint of the steel roof of a market. Through the analysis of seismic performance （elasticity level under medium earthquake, the large earthquake unyielding）and ultimate bearing capacity analysis, the results showed that cast steel joint met the design requirements and it was designed reliably. It can be referred by the same type of architectural design.

关 键 词：有限元分析 铸钢节点 折算应力 

分 类 号：TU391[建筑科学—结构工程]