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...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Instituto Brasileiro do Concreto (IBRACON)
2018-04-01
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Series: | Revista IBRACON de Estruturas e Materiais |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200331&tlng=pt |