Strengthening old steel railway bridges: a review
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Détails bibliographiques
Auteur(s): |
Giorgia Venturi
(Politecnico di Milano, Milan, Italy)
Peter Simonsson (Swedish Transport Administration, Luleå, Sweden) Peter Collin (Luleå Tekniska Universitet | Ramböll Sverige, Luleå, Sweden) |
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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): | 1718-1727 | ||||
Nombre total de pages (du PDF): | 10 | ||||
DOI: | 10.2749/ghent.2021.1718 | ||||
Abstrait: |
Strengthening old bridges is an increasingly relevant strategy for risk prevention and operation continuity in management of infrastructures. Transportation networks are subjected to progressively stricter environmental and load conditions, leading to a growing number of deficient structures, also due to aging and deterioration. However, employable resources are finite, from both economical and environmental points of view. For these reasons, strengthening opportunities should be considered as a viable option, improving bridges behaviour with low economical and environmental impact. With this perspective, a selection of some of the most interesting strengthening techniques for old truss railway bridges is presented. To address effective solutions, the most frequent problems in old truss railway bridges are first presented. Literature analysis and experts’ interviews were conducted and compared to results obtained from a representative bridge cluster. Different solutions addressing highlighted problems are then collected and qualitatively evaluated, in terms of efficacy on structural behaviour and typical construction requirements. Finally, general remarks and recommendations based on collected evidence are presented. |
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Mots-clé: |
ponts en acier renforcement ponts en poutre en trellis
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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. |