Numerical analysis of the behavior of beam-column precast connections without continuity reinforcement

Abstract In this paper, the behavior of four beam-column connections in precast structures, without continuity reinforcement, subjected to negative bending moment was analyzed through numerical simulation using the ABAQUS®, which is based on the Finite Element Method. Nonlinear analysis was performe...

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Bibliographic Details
Main Author: Silva,João Victor Maciel de Andrade (author)
Other Authors: Vanalli,Leandro (author), Souza,Luiz Antonio Farani de (author), Rolim,Caio Prestupa Malta (author)
Format: article
Language:eng
Published: 2021
Subjects:
finite element
ABAQUS
deformability
semi-stiffness
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500207
Country:Brazil
Oai:oai:scielo:S1983-41952021000500207

Internet

http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500207

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