Numerical modelling of RC strengthened columns under biaxial loading
During an earthquake, the reinforced concrete (RC) structures are subjected to deformations that may lead their structural elements to exceed the corresponding resistance limit state, forcing them to have nonlinear responses. The application of realistic numerical models that can represent the non-l...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2016
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| Assuntos: | |
| Texto completo: | https://repositorio-aberto.up.pt/handle/10216/108717 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/108717 |