Experimental study on precast beam-column connections with continuity reinforcement for negative bending moments

Abstract In this paper, an experimental investigation is presented on semi-rigid interior beam-to-column connections constituted by precast concrete beams supported on precast concrete column corbels and bending continuity reinforcement bars for bending negative moments. The main purpose of this pap...

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Bibliographic Details
Main Authors: G. M. S. ALVA, M. M. S. LACERDA, T. J. SILVA
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000200314&lng=en&tlng=en