Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference11 articles.
1. Theory of Elastic Stability;Timoshenko,1961
2. First- and second-order stiffness matrices and load vector of beam-columns with semi-rigid connections;Aristizabal-Ochoa;J. Struct. Engrg., ASCE,1997
3. Tension buckling in multilayer elastomeric bearings;Kelly;J. Eng. Mech.,2003
4. Second-order stiffness matrix and loading vector of a beam-column with semi-rigid connections on an elastic foundation;Areiza-Hurtado;J. Eng. Mech., ASCE,2005
5. Column stability and minimum lateral bracing: effects of shear deformations;Aristizabal-Ochoa;J. Eng. Mech.,2004
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