Lateral distortional buckling of cellular composite-beams

Abstract In the region of negative bending moments of continuous and semi-continuous steel and concrete composite beams, the inferior portion of the steel section is subjected to compression while the top flange is restricted by the slab, which may cause a global instability limit state know as late...

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Bibliographic Details
Main Authors: A. D. PIASSI, J. V. DIAS, A. F. G. CALENZANI, F. C. C. MENANDRO
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2018-04-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200331&tlng=pt