Numerical analysis of cracked railway bridge decks subjected to cyclic loading
In this paper, a recently developed numerical model for analysis of the cyclic behaviour ofcracked reinforced concrete beams is applied to the study of the mechanical response of cracked railwaybridge decks. This numerical methodology includes constitutive models to describe the local bond stress-sl...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/98868 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/98868 |