The Pressure Line and the Inelastic Buckling of Columnsby F. Baron,
Serial Information: Journal of the Engineering Mechanics Division, 1957, Vol. 83, Issue 4, Pg. 1-23
Document Type: Journal Paper
Abstract: Pressure line concept developed for elastic arches and rigid frames and for inelastic deformations of structural elements in length is applicable to studies of inelastic behavior of columns and of rigid frames; concept is extended for inelastic behavior of such structures and for eccentrically and laterally loaded columns.
Subject Headings: Inelasticity | Structural behavior | Columns | Rigid frames | Lateral loads | Lateral pressure | Elastic analysis | Arches
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