Geometric Nonlinearity in Nonprismatic Members

by Cenap Oran, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Univ. of Missouri, Columbia, MO,

Serial Information: Journal of the Structural Division, 1974, Vol. 100, Issue 7, Pg. 1473-1488

Document Type: Journal Paper


Tangent stiffness matrices are derived for the geometrically nonlinear analysis of elastic framed structures with nonprismatic members. These matrices are symmetric and entirely consistent with the conventional beam-column theory. Also, a perturbation technique is described for the determination of the generalized stability and bowing functions and their relevant derivatives.

Subject Headings: Geometrics | Matrix (mathematics) | Elastic analysis | Stiffening | Nonlinear analysis | Frames | Symmetry | Beam columns

Services: Buy this book/Buy this article


Return to search