Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flexural-torsional buckling of monosymmetric columns
AbstractConservative estimates of the flexural-torsional buckling load for monosymmetric columns are often obtained by using the solution for a simple column with the length replaced by appropriate effective lengths for flexure and twist. This paper shows that this procedure is conservative for isolated straight columns.
Flexural-torsional buckling of monosymmetric columns
AbstractConservative estimates of the flexural-torsional buckling load for monosymmetric columns are often obtained by using the solution for a simple column with the length replaced by appropriate effective lengths for flexure and twist. This paper shows that this procedure is conservative for isolated straight columns.
Flexural-torsional buckling of monosymmetric columns
Attard, Mario M. (Autor:in)
Journal of Constructional Steel Research ; 23 ; 117-126
01.01.1992
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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