Strengthening old steel railway bridges: a review
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Bibliografische Angaben
Autor(en): |
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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Medium: | Tagungsbeitrag | ||||
Sprache(n): | Englisch | ||||
Tagung: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
Veröffentlicht in: | IABSE Congress Ghent 2021 | ||||
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Seite(n): | 1718-1727 | ||||
Anzahl der Seiten (im PDF): | 10 | ||||
DOI: | 10.2749/ghent.2021.1718 | ||||
Abstrakt: |
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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Stichwörter: |
Stahlbrücken Verstärkung Fachwerkbrücken
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Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |