LOW-CYCLE HYSTERETIC BEHAVIOR OF BEAM-TO-COLUMN EXTENDED END-PLATE CONNECTIONS
In this paper, a three-dimensional nonlinear finite element model is introduced to study the behaviour of beam-to-column extended end-plate connections in steel buildings subject to low-cycle loading. By comparing the results of this model with the results of the previous experiment,it is indicated that the model in this paper is adequately effective to simulate the extended end-plate connections. The effect of several parameters such as the thickness of end-plate and the arrangement of bolts, etc. Are researched. At the same time, the relationship between the stress in panel zone of column web and the moment of these connections is studied. As a result, a formula about shearing strength of panel zone of column web is suggested to design end-plate connections.
Bolt End-plate Connections Hysteretic behaviour Shearing strength
Shao-Wen Liu Ji-Ping Hao Peng-Fei Yang Jiang Zheng
School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055,P.R.China Shanxi Hangtian Construction Engineering Company, Xian 710015, P.R. China
国际会议
第十届国际结构工程青年学者研讨会(The Tenth International Symposium on Structural Engineering for Young Experts)
长沙
英文
939-943
2008-10-19（万方平台首次上网日期，不代表论文的发表时间）