The Challenges of a Cyclonic Region for the Construction of a Viaduct with a Launching Girder
|
|
|||||||||||
Bibliografische Angaben
| Autor(en): |
Julia Revuz
(Vinci Construction Grands Projets, Rueil-Malmaison, France)
Antoine Simon (Vinci Construction Grands Projets, Rueil-Malmaison, France) Thierry Duclos (Vinci Construction Grands Projets, Rueil-Malmaison, France) Romain Leonard (Demathieu-Bard, Le Port, France) Olivier Flamand 
(CSTB, Nantes, France)
|
||||
|---|---|---|---|---|---|
| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018 | ||||
| Veröffentlicht in: | IABSE Symposium Nantes 2018 | ||||
|
|||||
| Seite(n): | S18-1 | ||||
| Anzahl der Seiten (im PDF): | 8 | ||||
| DOI: | 10.2749/nantes.2018.s18-1 | ||||
| Abstrakt: |
The construction of the viaduct of the Nouvelle Route du Littoral (NRL) connecting Saint-Denis to La Grande Chaloupe in La Reunion is particularly challenging in terms of wind environment. In addition to being built in a cyclonic region, the 5.4 km long viaduct is being built in open sea, at 100 to 150 meters from the coast. The gust wind speed can go up to 64 m/s at deck level during a cyclone event. The height (10 meters) and length (270 meters) of the double truss launching girder makes it particularly sensitive to turbulent wind and induces significant additional wind load on the viaduct and the cantilever at construction during a cyclonic event. The 120-meter-long span and relatively large width (28 meters) of the deck also play an important part in the dynamic response of the whole. The paper will first present how the local wind conditions and the aerodynamic properties of the deck and the launching girder were determined. The methodology used to perform the time history simulations of the viaduct during construction phase will then be described, as well as the main results for one of the studied configurations. |
||||
| Stichwörter: |
Viadukt
|
||||