Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eccentrically loaded steel columns with initial curvature
Behavior of eccentrically loaded wide-flange columns with initial curvature is studied; flange elements of column section are assumed to be thin in comparison with depth of section; moment-curvature relationship based on this assumption is derived for elastic-perfectly plastic material, and is subsequently extended to include effect of initial curvature; differential equation is solved by double integration and interaction curves are obtained with aid of suitable stability criterion; numerical examples are given.
Eccentrically loaded steel columns with initial curvature
Behavior of eccentrically loaded wide-flange columns with initial curvature is studied; flange elements of column section are assumed to be thin in comparison with depth of section; moment-curvature relationship based on this assumption is derived for elastic-perfectly plastic material, and is subsequently extended to include effect of initial curvature; differential equation is solved by double integration and interaction curves are obtained with aid of suitable stability criterion; numerical examples are given.
Eccentrically loaded steel columns with initial curvature
ASCE -- Proc (J Structural Div)
Rossow, E.C. (Autor:in) / Barney, G.B. (Autor:in) / Lee, S.L. (Autor:in)
1967
20 pages
Aufsatz (Zeitschrift)
Englisch
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