Renovation of Orthotropic Steel Bridge Decks
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Paul Quist
Ron Pepers Albert Reitsema |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Publié dans: | IABSE Conference, Rotterdam, May 2013 | ||||
|
|||||
| Page(s): | 508-509 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813806521298 | ||||
| Abstrait: |
This paper is about the renovation of orthotropic steel deck bridges. It proposes a new solution for placing an overlay of prefabricated HSRC elements on the bridge deck to prevent fatigue damage. |
||||