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Post-buckling strength of wide-flange beams
Results of series of experiments to study behavior of short, laterally braced wide-flange beams; determination of maximum permissible spacing of lateral supports for beams subjected to constant plastic moment, and post-buckling strength of relatively short beams; beams longer than 45 ry failed because of lateral buckling.
Post-buckling strength of wide-flange beams
Results of series of experiments to study behavior of short, laterally braced wide-flange beams; determination of maximum permissible spacing of lateral supports for beams subjected to constant plastic moment, and post-buckling strength of relatively short beams; beams longer than 45 ry failed because of lateral buckling.
Post-buckling strength of wide-flange beams
ASCE -- Proc (J Eng Mechanics Div)
Lee, G.C. (author) / Galambos, T.V. (author)
1962
17 pages
Article (Journal)
English
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