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Keywords: NO SWAY
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Journal Articles
Proceedings of the Institution of Civil Engineers (1968) 41 (4): 685–704.
Published: 01 December 1968
... on theplastic performance of restrained H-columns subject to uniform single curvature major axis bending under no-sway conditions. The basic stability phenomena involved have been clarified, relevant column data computed and considerable progress made towards finalizingdesign procedures for two dimensional...
Journal Articles
Proceedings of the Institution of Civil Engineers (1966) 35 (4): 697–699.
Published: 01 December 1966
...A R GENT; A C CASSELL; J A YURA © Thomas Telford and ICE 1966 IMPERIAL COLLEGE TEXAS UNIVERSITY COLUMNS STABILITY DESIGN FRAMES NO SWAY BEAMS ELASTIC ENDS MOMENTS HEAVY LIGHT METHODS PLASTIC Discussion on Paper No. 6905 Elastic-plastic column stability...
Journal Articles
Proceedings of the Institution of Civil Engineers (1966) 34 (3): 129–151.
Published: 01 July 1966
...A R GENT; BS 449 © Thomas Telford and ICE 1966 IMPERIAL COLLEGE PLASTIC COLUMNS STABILITY DESIGN NO SWAY FRAMES BEHAVIOUR THEORY EXPERIMENTS AXIS BUCKLING SECTIONS I SECTIONS STANCHIONS BENDING MOMENTS ELASTIC BEAMS RELAXATION METHODS STEEL LIGHT ECONOMICS...
