节点文献
半刚性连接钢框架的时程分析
Time-history Analysis of Semi-rigid Steel Frames
【摘要】 为了探讨不同梁柱节点钢框架抗震性能的差别,通过ANSYS分析软件,对结合工程实际设计的10个系列共50个有限元试件进行时间历程分析,来探讨框架层数、框架跨数,尤其是梁柱连接节点的转动刚度等参数对钢框架抗震性能的影响.分析表明:半刚性钢框架结构在地震荷载作用下具有良好的抗震性能.
【Abstract】 In order to research of the seismic performance of semi-rigid steel frames,the paper design 10 series(altogether 50) of finite element analytic models.Furthermore,the time-history analysis is discussed in this paper to investigate the relations between frame parameters of semi-rigid steel frames,these parameters include the frame’s floor number,the frame’s span number and the frame’s damp,especially the rotation stiffness of beam-to-column connections.Comparing with the steel frame structure,semi-rigid steel frame structure under seismic loading has a good seismic performance.
【Key words】 semi-rigid steel frame; earthquake load; finite element; time-history analysis;
- 【文献出处】 合肥学院学报(自然科学版) ,Journal of Hefei University(Natural Sciences) , 编辑部邮箱 ,2010年02期
- 【分类号】TU391
- 【被引频次】3
- 【下载频次】100