Research Article
Sep 1982

Simplified P-Delta Analyses for Asymmetric Structures

Publication: Journal of the Structural Division
Volume 108, Issue 9

Abstract

Computer oriented and manual procedures are presented that enable a direct second order analysis of asymmetric building structures to be performed by means of first order formulation. This is achieved by modeling the geometric-stiffness of the structure as a fictitious column with negative lateral and torsional stiffness properties. Simplified methods are proposed for structures amenable to some form of uncoupling. The approach is also applied to elastic-plastic analysis of asymmetric structures by combining center-of-rigidity and sway-subassemblage procedures. A numerical example is provided.

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Journal of the Structural Division
Volume 108Issue 9September 1982
Pages: 1995 - 2013

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Published in print: Sep 1982
Published online: Feb 1, 2021

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Avigdor Rutenberg, M.ASCE
Assoc. Prof. of Civ. Engrg. and Head of Structures, Technion-Israel Inst. of Tech., Haifa, Israel

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