ASSESSMENT OF PANEL ZONE DESIGN APPROACHES FOR STEEL MOMENT FRAMES
This paper deals with the design and behaviour of panel zones in steel moment-resisting frames. A detailed review of previous and existing European and North American panel zone design rules is carried out and the main differences between the various procedures are discussed. A detailed numerical investigation into the inelastic behaviour of moment frames incorporating panel zone response is then undertaken in order to assess the influence of a number of key parameters. The results obtained indicate the suitability of adopting balanced design approaches, such as those proposed in recent North American provisions for the panel zone. In contrast,weak panel zone designs often result in excessive distortional demands which can lead to unreliable performance of connection components. The findings of this study point out to some limitations in current European guidelines particularly in terms of the overestimation of panel zone capacity which unintentionally results in relatively weak panel zones. The numerical studies also illustrate the important role that can be played by the level of gravity loading applied on the beams. This effect, which is not addressed in any of the current provisions, is shown to have a significant influence on the lateral response, and is therefore necessary to account for in codified design guidance.
Panel Zone Steel Joints Steel Frames Ductility
F.J. Dávila-Arbona J.M. Castro A.Y. Elghazouli
Foster Wheeler Energy Limited, Shinfield Park, Reading, UK Faculty of Engineering, University of Porto, Portugal Dept. of Civil and Environmental Engineering, Imperial College London, UK
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）