A platform for research: civil engineering, architecture and urbanism
Lateral buckling of beams
General formula is developed for elastic buckling strength of beams, with coefficients depending principally on conditions of loading and support; values of coefficients are tabulated for wide variety of conditions of loading and support; relationship between theoretical buckling strength and experimental results; various known design formulas are compared.
Lateral buckling of beams
General formula is developed for elastic buckling strength of beams, with coefficients depending principally on conditions of loading and support; values of coefficients are tabulated for wide variety of conditions of loading and support; relationship between theoretical buckling strength and experimental results; various known design formulas are compared.
Lateral buckling of beams
ASCE -- Proc (J Structural Div)
Clark, J.W. (author) / Hill, H.N. (author)
1960
22 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
ASCE | 2021
|ASCE | 2021
|Lateral Buckling of Overhanging Beams
NTIS | 1983
|Lateral buckling of monorail beams
Online Contents | 2008
|Inelastic lateral buckling of beams
Engineering Index Backfile | 1963
|