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Lateral Buckling of Eccentrically Loaded I-Columns
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.
Lateral Buckling of Eccentrically Loaded I-Columns
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.
Lateral Buckling of Eccentrically Loaded I-Columns
Salvadori, Mario G. (author)
Transactions of the American Society of Civil Engineers ; 121 ; 1163-1178
2021-01-01
161956-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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