Research Article
Jan 1956
Lateral Buckling of Eccentrically Loaded I-Columns
Publication: Transactions of the American Society of Civil Engineers
Volume 121, Issue 1
Abstract
The critical combination of thrust and unequal end moments, or eccentricities, for the lateral buckling of columns that are elastically restrained against rotation about the principal axes at the end sections, and that are prevented from twisting about the column axis at the end sections, are derived for various values of the parameter L2/a2 and of the end-moments ratio.
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© 1956 American Society of Civil Engineers.
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Published in print: Jan 1956
Published online: Feb 10, 2021
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Mario G. Salvadori, M.ASCE
Prof. of Civ. Eng., Columbia Univ., New York, N. Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.