Analysis of the structural behavior of beam-column joints in reinforced concrete frames considering bending towards the reduced side of the cross section

Abstract The beam-column joints are called discontinuous regions and, therefore, could be designed by the strut and tie method. In beam-column joints where the bending plane coincides with the column's smaller dimension, the bending moments associated with the compatibility between the beam an...

Full description

Saved in:
Bibliographic Details
Main Authors: Carolina Grossi de Paiva, Diôgo Silva de Oliveira, Camila Spagnol de Faria, João Vitor Fioresi Altoé, José Carlos Lopes Ribeiro
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2025-06-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952025000300206&lng=en&tlng=en
Tags: Add Tag
No Tags, Be the first to tag this record!