Quisi Bridge: a new route for the railway line in Alicante, Spain.
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Bibliographic Details
Author(s): |
Manuel Sánchez-Solís
(Degree of Freedom SLU, Valencia, Spain)
Fernando Ibáñez (Degree of Freedom SLU, Valencia, Spain) Altea Cámara (Degree of Freedom SLU, Valencia, Spain) Juan Antonio García (Ferrocarrils de la Generalitat Valenciana, Valencia, Spain) Salvador Monleón (UNIVERSITAT POLITÈCNICA DE VALENCIA, Valencia, Spain) Carlos Lázaro (Universitat Politècnica de València, Valencia, Spain) Antonio Marco (A-Ingenia Research & Consulting, Alicante, Spain) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
Published in: | IABSE Symposium Prague 2022 | ||||
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Page(s): | 1278-1284 | ||||
Total no. of pages: | 7 | ||||
DOI: | 10.2749/prague.2022.1278 | ||||
Abstract: |
The new bridge on the ravine of Quisi is located downstream of the existing Santa Ana bridge dated on the beginning of the XX century (1915). This steel truss structure has recently been refurbished and stands out because of its historical, patrimonial, architectural and sentimental value. It will be used as a greenway, while the Quisi bridge will carry the new vehicles of the railway line. In this context, on top of the technical and budget constraints, the design team is aware of the importance of finding a correlation of the structures to enhance both civil constructions, that are to be found necessarily close one to each other. Finally, the solution for the new bridge consists of a 370 metres long post-tensioned concrete box girder divided into eight spans (35+6x50+35) and 8 metres wide, with a single fixed point to longitudinal actions located at the third pier with a distinctive A-shape. |
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Keywords: |
steel viaduct concrete FEM rehabilitation railroad post-tensioned greenway
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |