Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lateral buckling of eccentrically loaded I-section columns
Experimental investigation of behavior of I-section columns loaded eccentrically in plane of web; specimens tested failed by combined bending and twisting at stresses within elastic range of material; results confirm theory and indicate that previously proposed design formula to cover this type of failure is unconservative. (Separate)
Lateral buckling of eccentrically loaded I-section columns
Experimental investigation of behavior of I-section columns loaded eccentrically in plane of web; specimens tested failed by combined bending and twisting at stresses within elastic range of material; results confirm theory and indicate that previously proposed design formula to cover this type of failure is unconservative. (Separate)
Lateral buckling of eccentrically loaded I-section columns
Am Soc Civ Engrs -- Proc Separate
Hill, H.N. (Autor:in) / Clark, J.W. (Autor:in)
1950
13 pages
Aufsatz (Zeitschrift)
Englisch
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