A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ultimate load of H-columns under biaxial bending
Analytical procedure for determination of ultimate carrying capacity of columns loaded eccentrically with respect to their principal axes; procedure is restricted to columns of wide flange section made of elastic-perfectly plastic material without residual thermal strains and can be extended to apply to columns of other cross-sectional shapes and to those containing residual thermal strains; effect of warping strains resulting from nonuniform torque to which such columns are subjected.
Ultimate load of H-columns under biaxial bending
Analytical procedure for determination of ultimate carrying capacity of columns loaded eccentrically with respect to their principal axes; procedure is restricted to columns of wide flange section made of elastic-perfectly plastic material without residual thermal strains and can be extended to apply to columns of other cross-sectional shapes and to those containing residual thermal strains; effect of warping strains resulting from nonuniform torque to which such columns are subjected.
Ultimate load of H-columns under biaxial bending
ASCE -- Proc (J Structural Div)
Birnstiel, C. (author) / Michalos, J. (author)
1963
37 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Inelastic H-columns under biaxial bending
| Engineering Index Backfile | 1968
Inelastic H-columns under biaxial bending
| Engineering Index Backfile | 1968
Ultimate Strength Domain of Reinforced Concrete Sections under Biaxial Bending and Axial Load
| Online Contents | 2013
High-Strength Concrete Columns Under Biaxial Bending
| British Library Conference Proceedings | 2001
Experiments on H-columns under biaxial bending
| Engineering Index Backfile | 1968