Hencky Bar-Chain model for buckling analysis of non-symmetric portal frames

Author:

Pan W.H.,Wang C.M.,Zhang H.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Über die angenäherte Lösung von Stabilitätsproblemen im Raum mittels der elastischen Gelenkkette;Hencky;Der Eisenbau,1920

2. Discussion on the paper of “Salvadori M.G., Numerical computation of buckling loads by finite differences, Transactions of the ASCE, 116, 590-636, 1951“;Silverman;Trans ASCE,1951

3. Discrete model analysis of optimal columns;Krishna;Int J Solids Struct,2007

4. Maximizing the lowest eigenvalue of a constrained affine sum with application to the optimal design of structures and vibrating systems;Ram;Proc Inst Eng, Part C: J Mech Eng Sci,2009

5. Discrete-element model for buckling analysis of thin ring confined within rigid boundary;Sun;J Eng Mech,1995

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