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Abstract
This article presents an analysis method for plane steel frames with semi-rigid connections and semi-rigid column bases. The analysis takes into account both the non-linear behaviour of beam-to-column connections and the second-order (P-4) effects of beam-column members. The Frye and Morris polynomial model is used for modelling of semi-rigid connections. The semi-rigid column bases have been studied from the research of some researchers in Europe in recent time. The Finite Element Method is used for analysing the plane steel frames by iterative procedures. Calculating program is made with MatLab. The results of the analysis will determine the behaviour of the frames which are accurate to the reality compared those towards with the previous rigid-frames.
Issue: Vol 9 No 1 (2006)
Page No.: 67-74
Published: Jan 31, 2006
Section: Article
DOI: https://doi.org/10.32508/stdj.v9i1.2876
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
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