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Lateral-torsional buckling behaviour of monosymmetric steel sections formed with flange upstands
The study of the lateral-torsional buckling behaviour of steel beams has been largely focused on doubly symmetric beams and less so on monosymmetric sections. Monosymmetric sections, however, do offer some advantages over doubly symmetric beams if the monosymmetry is applied in a way that it can be...
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| Language: | English |
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Department of Civil Engineering
2024
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