Inelastic second-order analysis of steel columns under minor-axis bending

Abstract The inelastic second-order behavior of steel structural columns under minor-axis bending is presented in this article. To study this behavior, a nonlinear frame element formulation is adopted in which the steel's plasticity process is accompanied at the nodal points of each finite elem...

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Bibliographic Details
Main Authors: Gilney Afonso Gonçalves, Ricardo Azoubel da Mota Silveira, Andréa Regina Dias da Silva, Jéssica Lorrany Silva
Format: Article
Language:English
Published: Fundação Gorceix
Series:REM: International Engineering Journal
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2019000400405&lng=en&tlng=en