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Inelastic H-columns under biaxial bending
Numerical procedure was developed for determination of displacements of isolated steel H-column loaded eccentrically with respect to both principal axes of end cross sections; procedure is indirect incremental-load analysis in which strain history is considered; computational procedure is applicable to initially straight and untwisted columns of H-shaped cross section made from elastic-perfectly plastic material; warping of both column and cross sections may be either permitted or prevented; eccentricities of loading must be alike at both ends of member; residual thermal strains in unloaded column are accounted for. (15730)
Inelastic H-columns under biaxial bending
Numerical procedure was developed for determination of displacements of isolated steel H-column loaded eccentrically with respect to both principal axes of end cross sections; procedure is indirect incremental-load analysis in which strain history is considered; computational procedure is applicable to initially straight and untwisted columns of H-shaped cross section made from elastic-perfectly plastic material; warping of both column and cross sections may be either permitted or prevented; eccentricities of loading must be alike at both ends of member; residual thermal strains in unloaded column are accounted for. (15730)
Inelastic H-columns under biaxial bending
ASCE Annu Nat Meet -- Prepr
Harstead, G.A. (author) / Birnstiel, C. (author)
ASCE -- Annual and National Meeting on Structural Engineering ; 1968 ; United States , Pittsburgh, PA
1968
36 pages
Conference paper
English
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