A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pressure Lines and Inelastic Buckling of Columns
The pressure-line concept developed for elastic arches and rigid frames, and for the inelastic deformations of structural elements, ds in length, is applicable to studies of the inelastic behavior of columns and of rigid frames. The concept is extended herein for the inelastic behavior of such structures and for eccentrically and laterally loaded columns. In the same way as for structural elements, ds in length, the inelastic behavior of such columns can be stated in terms of the elastic behavior modified to take into account the effects of plasticity.
Pressure Lines and Inelastic Buckling of Columns
The pressure-line concept developed for elastic arches and rigid frames, and for the inelastic deformations of structural elements, ds in length, is applicable to studies of the inelastic behavior of columns and of rigid frames. The concept is extended herein for the inelastic behavior of such structures and for eccentrically and laterally loaded columns. In the same way as for structural elements, ds in length, the inelastic behavior of such columns can be stated in terms of the elastic behavior modified to take into account the effects of plasticity.
Pressure Lines and Inelastic Buckling of Columns
Baron, Frank (author) / Davis, Harold S. (author)
Transactions of the American Society of Civil Engineers ; 124 ; 967-988
2021-01-01
221959-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Pressure line and inelastic buckling of columns
| Engineering Index Backfile | 1957
Inelastic Buckling of Nonuniform Columns
| ASCE | 2021
Inelastic torsional buckling of H-columns
| Engineering Index Backfile | 1967
Inelastic lateral buckling of beam-columns
| TIBKAT | 1984
Inelastic buckling of ferrocement encased columns
| British Library Conference Proceedings | 1994