0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Rosedale Overhead: Functional Upgrades, Structural Rehabilitation and Seismic Retrofit

 Rosedale Overhead: Functional Upgrades, Structural Rehabilitation and Seismic Retrofit
Auteur(s): , , , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 421-429
DOI: 10.2749/vancouver.2017.0421
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.21 MB

The Rosedale Overhead is a 77m long two-lane crossing of BC’s Highway 9 over a busy railway track. Built in 1956, the current improvements include widening, new barriers, seismic retrofit and struc...
Lire plus

Détails bibliographiques

Auteur(s):
(WSP, Vancouver, BC, Canada)
(WSP, Vancouver, BC, Canada)
(Hatch Engineering, Vancouver, BC, Canada)
(Klohn Crippen Berger, Vancouver, BC, Canada)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 421-429 Nombre total de pages (du PDF): 9
Page(s): 421-429
Nombre total de pages (du PDF): 9
Année: 2017
DOI: 10.2749/vancouver.2017.0421
Abstrait:

The Rosedale Overhead is a 77m long two-lane crossing of BC’s Highway 9 over a busy railway track. Built in 1956, the current improvements include widening, new barriers, seismic retrofit and structural rehabilitation, including full concrete deck replacement. The initial design considered retaining and over-coating the existing girders. However, the final design was the outright replacement of the existing girders, with the new girders configured as continuous spans. This concept was preferred because of the lower costs, a savings partly attributed to the reduced number of girder lines from eight to five and bearings by more than half. A reliable seismic load path was established by infilling the bents either side of the rail tracks and locking the bridge ends with new semi-integral abutments. All other bents were left un-retrofitted with low-friction PTFE bearings to reduce lateral bent demands and avoid foundationupgrades.

Mots-clé:
reconception pour effets sismiques