A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling of elastically restrained columns
Problem of increasing buckling load of 114-ft long reinforced concrete column by introducing various elastic restraints is studied; general expressions are derived and graphs are presented applicable to any elastic column covering full range of variation of parameters; effect of weight of column in reduction of critical load is shown to be substantial depending on conditions of end support; general method is presented to account for this effect; graphs are also presented to facilitate determination of net critical load; two examples are examined and illustrated to show application of method.
Buckling of elastically restrained columns
Problem of increasing buckling load of 114-ft long reinforced concrete column by introducing various elastic restraints is studied; general expressions are derived and graphs are presented applicable to any elastic column covering full range of variation of parameters; effect of weight of column in reduction of critical load is shown to be substantial depending on conditions of end support; general method is presented to account for this effect; graphs are also presented to facilitate determination of net critical load; two examples are examined and illustrated to show application of method.
Buckling of elastically restrained columns
ASCE -- Proc (J Structural Div)
Gurfinkel, G. (author) / Robinson, A.R. (author)
1965
25 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling of elastically restrained non-uniform columns
| Online Contents | 2000
Buckling of functionally graded and elastically restrained non-uniform columns
| British Library Online Contents | 2009
Distortional buckling of elastically restrained cantilevers
| Online Contents | 1998
Lateral buckling of elastically restrained arches
| British Library Conference Proceedings | 2008