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Buckling torsion of curved box beam of undeformable profile
It is assumed that beam is stiffened with sufficiently close array of infinitely stiff transverse bulkheads; equations based on earlier study of curved open profile girders and S.V. Bernscotter's theory of torsion bending are derived for buckling force.
Buckling torsion of curved box beam of undeformable profile
It is assumed that beam is stiffened with sufficiently close array of infinitely stiff transverse bulkheads; equations based on earlier study of curved open profile girders and S.V. Bernscotter's theory of torsion bending are derived for buckling force.
Buckling torsion of curved box beam of undeformable profile
Woelbkrafttorsion von gekruemmten Kastentraegern mit nichtverformbarem Profil
Dabrowski, R. (Autor:in)
Stahlbau ; 34
1965
7 pages
Aufsatz (Zeitschrift)
Englisch
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