Structural analysis of a historical masonry arch railway bridge in Gata de Gorgos, using a generic finite element analysis software
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Détails bibliographiques
| Auteur(s): |
Pablo Tarín
(Degree of Freedom SLU, Valencia, Spain)
Alberto Ordiñana (Degree of Freedom SLU, Valencia, Spain) Fernando Ibáñez (Degree of Freedom SLU, Valencia, Spain) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
| Publié dans: | IABSE Symposium Prague 2022 | ||||
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| Page(s): | 476-483 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/prague.2022.0476 | ||||
| Abstrait: |
The rehabilitation and deck widening of the masonry viaduct over the river Gorgos, built on 1913, is included in the renewal of the historical Alicante railway net. The primary aim of the rehabilitation work was to repair the bridge’s deficiencies caused by the deterioration of the structure, upgrade its capacity to resist the loads included in modern codes and fulfil the railway safety requirements defined by the owner. A bidimensional FE model was carried out in order to assess the structural behaviour of the viaduct, confirming that no global failure occur under the current design loads. |
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| Mots-clé: |
viaduc élargissement arc
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| Copyright: | © 2022 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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