Another Look at Buckling of Circular Archesby Cenap Oran, (M.ASCE), Prof. of Civ. Engrg.; Univ. of Missouri, Columbia, Mo.,
Hakam Bayazid, (M.ASCE), Chief Struct. Engr.; Clyde E. Williams and Assocs., South Bend, Ind.; formerly, Grad Student., Dept. of Civ. Engrg., Univ. of Missouri, Columbia, Mo.,
Serial Information: Journal of the Engineering Mechanics Division, 1978, Vol. 104, Issue 6, Pg. 1417-1432
Document Type: Journal Paper
Abstract: A method is developed for the stability analysis of uniformly loaded circular arches without recourse to the well-known assumptions of the shallow and inextensional arch theories. It is shown that the critical loads (both of limit and bifurcationtype) can be expressed in terms of a combined problem parameter in the form of highly accurate asymptotic formulas.
Subject Headings: Arches | Critical loads | Bifurcations | Parameters (statistics)
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