Numerical evaluation of the long-term behavior of precast continuous bridge decks
Continuous bridge decks constructed with precast girders undergo significant stress changes caused by the concrete delayed deformations because of creep and shrinkage. These effects must be taken into account in the design of new structures. The validation of the analysis procedures should ideally b...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | https://repositorio-aberto.up.pt/handle/10216/93923 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/93923 |