Fatigue analysis of box-girder webs subjected to in-plane shear and transverse bending induced by railway traffic
The analysis of slender reinforced concrete box-girder webs, in bridge decks, must be carried out considering the effects of in-plane shear and transverse (out-of-plane) bending. In the case of structures subjected to important cyclic loads, such as railway bridge decks, fatigue must also be taken i...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2013
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| Assuntos: | |
| Texto completo: | https://repositorio-aberto.up.pt/handle/10216/97444 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/97444 |