A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
Journal of Constructional Steel Research ; 23 ; 117-126
1992-01-01
10 pages
Article (Journal)
Electronic Resource
English
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