2015
DOI: 10.1016/j.ijnonlinmec.2015.07.009
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Large-deflection and postbuckling of beam-columns with non-linear semi-rigid connections including shear and axial effects

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Cited by 6 publications
(1 citation statement)
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“…Furthermore, the axial load is applied through the centerline of the beam, and therefore no eccentricity is included in the analysis. Giraldo-Londono et al [32] investigated the post-buckling and large deflections of beam-columns with non-linear semi-rigid connections, taking into consideration shear and axial effects. The authors obtained good results for the study of large-deflection and post-buckling behaviour of Timoshenko beam-columns with non-linear bending connections.…”
Section: Basic Assumptionsmentioning
confidence: 99%
“…Furthermore, the axial load is applied through the centerline of the beam, and therefore no eccentricity is included in the analysis. Giraldo-Londono et al [32] investigated the post-buckling and large deflections of beam-columns with non-linear semi-rigid connections, taking into consideration shear and axial effects. The authors obtained good results for the study of large-deflection and post-buckling behaviour of Timoshenko beam-columns with non-linear bending connections.…”
Section: Basic Assumptionsmentioning
confidence: 99%