| Issue |
MATEC Web Conf.
Volume 262, 2019
64 Scientific Conference of the Committee for Civil Engineering of the Polish Academy of Sciences and the Science Committee of the Polish Association of Civil Engineers (PZITB) (KRYNICA 2018)
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|---|---|---|
| Article Number | 09010 | |
| Number of page(s) | 8 | |
| Section | Metal Structures | |
| DOI | https://doi.org/10.1051/matecconf/201926209010 | |
| Published online | 30 January 2019 | |
Buckling resistance evaluation of steel beam-columns using refined General Method approach
Warsaw University of Technology, Faculty of Civil Engineering, Division of Metal Structures, Warsaw, Poland
* Corresponding author: z.stachura@il.pw.edu.pl
Different aspects of Eurocode 3 General Method (GM) approaches are discussed in this paper. The purpose of present study is to improve the application of GM approach for both beam-columns without intermediate lateral-torsional restraints and with these restraints. The results from the proposed GM are compared with those from Eurocode 3-1-1 interaction equations according to Method 1 and Method 2. A better consistency between the developed GM approach and the Eurocode's interaction equation approach than Eurocode 3 GM approach is observed.
© The Authors, published by EDP Sciences, 2019
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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