Hencky bar-chain model for buckling analysis of non-uniform columns

Author:

Ruocco E.,Zhang H.,Wang C.M.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference15 articles.

1. Hencky bar-chain model for buckling and vibration of beams with elastic end restraints;Wang;Int J Struct Stab Dyn,2015

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. The effect of lumped parameters on beam frequencies;Leckie;Aeronaut Q,1963

4. Stress, stability and chaos in structural engineering: an energy approach;El Naschie,1990

5. Nonlocal equivalent continua for buckling and vibration analyses of microstructured beams;Challamel;J Nanomech Micromech,2013

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