Dynamic response comparison between four different structural bridge typologies used in the Spanish High-Speed Rail Network
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Jose-Luis Sanchez-Jimenez
(TYPSA, Madrid, Spain)
Ramon Campoamor Gomez (TYPSA, Madrid, Spain) Javier Vaquero Molina (TYPSA, Madrid, Spain) |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Publié dans: | IABSE Congress Stockholm, 2016 | ||||
|
|||||
| Page(s): | 190-197 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.0190 | ||||
| Abstrait: |
Over the past decades, clear and sound analysis criteria have been applied to determine the dynamic behaviour of high-speed viaducts, most of them sharing typology and general features. However, lately, bridges for new high-speed rail corridors face new challenges. Therefore, new considerations might need to be considered in regular dynamic analysis. |
||||
| Mots-clé: |
viaduc typologies
|
||||
