Modelling and behaviour of beam-to-column connections under axial force and cyclic bending

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• 作者：Saher El-Khoriby ; Mohammed A. Sakr ; Tarek M. Khalifa ; Mohammed M. Eladly<sup> ; sup><sup>eladly@ymail.comsup>
• 关键词：Steel frame ; Endplate connections ; Finite element analysis ; Cyclic load ; Simplified model ; Bending moment and axial force
• 刊名：Journal of Constructional Steel Research
• 出版年：2017
• 出版时间：February 2017
• 年：2017
• 卷：129
• 期：Complete
• 页码：171-184
• 全文大小：3577 K
• 卷排序：129

文摘

Simplified finite element models of connections under cyclic loading was proposed. The behaviours of four connection types under axial force and bending were studied. The axial force level and direction significantly modified the connection response. The axial force effect varied depending on connection type. The modelling results were compared with Eurocode 3, Part 1.8.