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 perform...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Instituto Brasileiro do Concreto (IBRACON)
2021-06-01
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| Series: | Revista IBRACON de Estruturas e Materiais |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500207&tlng=en |