Resistance model for confined circular reinforced concrete columns under eccentric loads
Circular reinforced concrete columns with spiral reinforcement exhibit an increased ductility and resistance due to the confinement effect. Many experimental investigations and theoretical studies related to this topic are focused on columns under axial load, while those for eccentric load are seldo...
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| Autores principales: | , , , |
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Polish Academy of Sciences
2024-12-01
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| Colección: | Archives of Civil Engineering |
| Materias: | |
| Acceso en línea: | https://journals.pan.pl/Content/133489/39_1k.pdf |
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