Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Beam column experiments
Tests on 37 full-scale wide flange beam columns are described, and results evaluated; bending was about strong axis for all but one of tests, with slenderness ratio varying from 20 to 112; axial load and end moment were applied independently of each other, and moments were applied to produce 4 types of loading; 27 of tests were laterally unbraced, and 10 had lateral bracing; failure of members resulted from yielding, lateral-buckling, or local buckling; comparison of ultimate test loads with theoretical values obtained from numerical integration and with values obtained from empirical interaction equation showed good correlation.
Beam column experiments
Tests on 37 full-scale wide flange beam columns are described, and results evaluated; bending was about strong axis for all but one of tests, with slenderness ratio varying from 20 to 112; axial load and end moment were applied independently of each other, and moments were applied to produce 4 types of loading; 27 of tests were laterally unbraced, and 10 had lateral bracing; failure of members resulted from yielding, lateral-buckling, or local buckling; comparison of ultimate test loads with theoretical values obtained from numerical integration and with values obtained from empirical interaction equation showed good correlation.
Beam column experiments
ASCE -- Proc (J Structural Div)
Van Kuren, R.C. (Autor:in) / Galambos, T.V. (Autor:in)
1964
34 pages
Aufsatz (Zeitschrift)
Englisch
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