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Los Gallardos – Sorbas High Speed Railway Viaducts. New Anti-Seismic Device to Face Horizontal Forces

 Los Gallardos – Sorbas High Speed Railway Viaducts. New Anti-Seismic Device to Face Horizontal Forces
Auteur(s): , , ,
Présenté pendant IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014, publié dans , pp. 2563-2570
DOI: 10.2749/222137814814069291
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In Los Gallardos – Sorbas segment of the High Speed Railway between Murcia and Almería, there are 4 viaducts built span by span: Almocaizar Viaduct, Barranco Hondo Viaduct, La Gloria Viaduct and B...
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Détails bibliographiques

Auteur(s):



Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014
Publié dans:
Page(s): 2563-2570 Nombre total de pages (du PDF): 8
Page(s): 2563-2570
Nombre total de pages (du PDF): 8
Année: 2014
DOI: 10.2749/222137814814069291
Abstrait:

In Los Gallardos – Sorbas segment of the High Speed Railway between Murcia and Almería, there are 4 viaducts built span by span: Almocaizar Viaduct, Barranco Hondo Viaduct, La Gloria Viaduct and Barranco Los Giles Viaduct. This bridges are formed by a continuous concrete single-cell post- tensioned box-girder, erected span by span by means of a self launching formwork gantry and full shoring. They are situated in a medium risk seismic zone. In order to face the longitudinal earthquake action, a new anti-seismic device has been designed. It consists of hydraulic viscous dampers, to dissipate energy, in the abutments and sliding pendulum bearings with low friction, for recentering, on the piers. A nonlinear seismic analysis was carried out for the dimensioning of the anti seismic devices. Artificial acceleration time history for the earthquake analysis was needed.

Mots-clé:
béton précontraint par post-tension