RC hollow-pier modelling and shear influence on the cyclic numerical response
Non-linear reinforced concrete bridge piers' cyclic behavior is known for being influenced by shear. That is particularly visible in the case of hollow piers where the deformation and collapse mechanisms are frequently shear-based. Since the design codes are still relatively conservative regard...
| Autor principal: | |
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| Outros Autores: | , , , , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2009
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| Assuntos: | |
| Texto completo: | https://repositorio-aberto.up.pt/handle/10216/98366 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/98366 |