Buckling of Uniformly Compressed Circular Archesby Cenap Oran,
Ronald S. Reagan,
Serial Information: Journal of the Engineering Mechanics Division, 1969, Vol. 95, Issue 4, Pg. 879-895
Document Type: Journal Paper
Buckling of uniformly compressed inextensible circular arches, with special emphasis on the effect of load behavior, is studied. The locally nonconservative character of a configuration-dependent lateral pressure is described, and conditions for the loading system to be conservative as a whole are examined. A nonconservative case is analyzed by the dynamic criterion.
Subject Headings: Buckling | Arches | Compression | Load factors | Dynamic analysis | Lateral pressure | Structural behavior | Compressive strength | Lateral loads
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