A proposal based on the effective section factor for the lateral-torsional buckling of beams with slender I-shaped welded sections
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DOI: 10.1016/j.tws.2019.106389
Abstract: Abstract The lateral-torsional buckling of steel beams with welded slender I-shaped sections, or Class 4 sections according to Eurocode 3 classification, is investigated in this paper. While the response of non-Class 4 section beams has… read more here.
Keywords: slender shaped; torsional buckling; section; proposal based ... See more keywords