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A platform for research: civil engineering, architecture and urbanism
Pressure line and inelastic buckling of columns
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.
Pressure line and inelastic buckling of columns
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.
Pressure line and inelastic buckling of columns
Am Soc Civ Engrs -- Proc (J Eng Mech Div)
Baron, F. (author) / Davis, H.S. (author)
1957
23 pages
Article (Journal)
English
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