Buckling of Uniformly Compressed Circular Arches

by 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

Abstract: 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 | Load factors | Lateral pressure | Dynamic analysis | Compressive strength | Structural behavior | Lateral loads

Services: Buy this book/Buy this article

 

Return to search