Effect of the Initial Out-of-Straightness on the Lateral Torsional Buckling Strength of Steel Beams
The effect of initial out-of-straightness of steel beams with wide flange cross-sections on their elastic lateral torsional buckling strength is investigated analytically and numerically. A variational principle is first developed and then used to obtain the governing equilibrium conditions and asso...
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| Language: | en |
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Université d'Ottawa / University of Ottawa
2018
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| Online Access: | http://hdl.handle.net/10393/37070 http://dx.doi.org/10.20381/ruor-21342 |