Nonlinear Formulations of Beam-Column Effectsby Frank Baron, (F.ASCE), Prof. of Civ. Engrg.; Univ. of California, Berkeley, CA,
Mahadeva S. Venkatesan, (A.M.ASCE), Asst. Prof. of Engrg.; State Coll., Fullerton, CA,
Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 4, Pg. 1305-1340
Document Type: Journal Paper
Abstract: Nonlinear force-deformation relations are obtained for members of two-dimensional framed structures. The relations are useful in studies involving the stability of frames and the nonlinear behavior of elastic framed structures. The force-deformation relations are obtained in approximate, series, and closed forms. Also, solutions are given that include the influence of concentrated and uniform loads along the member.
Subject Headings: Frames | Deformation (mechanics) | Nonlinear response | Elastic analysis | Structural stability | Closed form solutions | Concentrated loads
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