A methodology for resiliency assessment of existing bridges – a study on a bridge from 1930
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Détails bibliographiques
| Auteur(s): |
Guy L. Larose
(RWDI Inc., Guelph, Ontario, Canada)
Pierre-Olivier Dallaire (RWDI Inc., Guelph, Ontario, Canada) Theresa Erskine (RWDI Inc., Guelph, Ontario, Canada) Chiara Pozzuoli (RWDI Europe, Milan, Italy) Emanuele Mattiello (RWDI Europe, Milan, Italy) |
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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): | 1066-1073 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/ghent.2021.1066 | ||||
| Abstrait: |
This paper introduces the methodology RWDI has developed, tested and consolidated over the years working in close collaboration with bridge designers, owners and operators, for the multi-hazard assessment of existing bridges and the ad hoc development of a structural health monitoring programme leading to enhanced resiliency. The work is highlighted through the presentation of a case study for a 2,725 m long cantilever bridge built in 1930. The dynamics of the structure in its current state were characterised and its capacity to today and future wind loading was assessed fully following the proposed methodology prior to the initiation of a structural rehabilitation program to extend the design life of the bridge beyond its 150th anniversary. |
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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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