Reliability-based structural assessment of a historical steel railway bridge
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Détails bibliographiques
| Auteur(s): |
Óscar Bouzas
(University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain)
Borja Conde (University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain) Manuel Cabaleiro (University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain) Brais Barros (University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain) Belén Riveiro (University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain) Nicolás Riego (University of Vigo, School of Industrial Engineering, Department of Engineering Materials, Applied Mechanics and Construction, Vigo, Spain) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Publié dans: | IABSE Congress Ghent 2021 | ||||
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| Page(s): | 1839-1846 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/ghent.2021.1839 | ||||
| Abstrait: |
In this paper, a simplified probabilistic analysis approach is presented. The Barqueiro Bridge, a four- span riveted iron bridge located in Galicia, Spain, is selected as a case study. This bridge is placed in an environment with high humidity and salinity which could potentially induce severe damages to the structure. These damages introduce considerable uncertainty in the structural parameters that should be used in reliability-based assessment procedures for verifying current safety conditions. To alleviate this issue, non-destructive experimental testing is used which also helps during numerical modeling. Model uncertain parameters are described through adequate probability distributions and then grouped by using two different strategies; based on structural element type and on stress level. According to this strategy, the limit state of interest is analyzed to verify the probability of failure and the reliability index of the structure. |
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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