空间半刚性连接钢框架有限元分析和研究  

Finite element analysis for space steel frame with semi-rigid connections

作　　者：王新武[1] 李跃辉[2] 张伟[2] 

机构地区：[1]洛阳工业高等专科学校,河南洛阳471003 [2]河南科技大学,河南洛阳471003

出　　处：《世界地震工程》2007年第2期167-170,共4页World Earthquake Engineering

基　　金：河南省自然科学基金项目0611010900

摘　　要：对带双腹板顶底角钢连接以及外伸端板连接空间钢框架进行了非线性有限元分析,研究了空间钢框架的静力承载性能与节点刚度的关系,得到了不同节点刚度对空间钢框架位移和内力的影响结果,对工程应用具有一定的参考价值。Nonlinear finite element analysis for space steel frames with connections of top-seat-angle with double web-angle and extended endplate is performed in this paper. The relationship between joint stiffness and static behaviors of space steel frames is simply studied, the influence of joint stiffness on the deformations and internal forces of the space steel frames are gained. Finally, some design suggestions are recommended.

关 键 词：半刚性连接 有限单元法 空间钢框架 

分 类 号：P315[天文地球—地震学]