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...
| Autor principal: | |
|---|---|
| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2021
|
| Assuntos: | |
| Texto completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500207 |
| País: | Brasil |
| Oai: | oai:scielo:S1983-41952021000500207 |