Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lateral buckling of eccentrically loaded I-columns
Combination of thrust and unequal end-moments for lateral buckling of columns elastically restrained against rotation about principal axes at end sections, and prevented from twisting about column axis derived for Timoshenko parameter and of end-moments ratio; for most cases these critical combinations are easily obtainable.
Lateral buckling of eccentrically loaded I-columns
Combination of thrust and unequal end-moments for lateral buckling of columns elastically restrained against rotation about principal axes at end sections, and prevented from twisting about column axis derived for Timoshenko parameter and of end-moments ratio; for most cases these critical combinations are easily obtainable.
Lateral buckling of eccentrically loaded I-columns
Am Soc Civ Engrs -- Proc Separate
Salvadori, M.G. (Autor:in)
1955
22 pages
Aufsatz (Zeitschrift)
Englisch
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