Lateral-torsional buckling of continuous
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Peter Collin; Mikael MΓΆller; Bernt Johansson
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Article
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1998
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Elsevier Science
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English
β 242 KB
The resistance of bridge girders with respect to lateral-torsional buckling at support is strongly influenced by the moment gradient. In most design methods this influence is taken into account by the use of a correct critical bending moment in the slenderness parameter . This critical moment is inf