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Published in 2019 at "Thin-walled Structures"
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…
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Keywords:
slender shaped;
torsional buckling;
section;
proposal based ... See more keywords