Renovation of Orthotropic Steel Bridge Decks
|
Bibliografische Angaben
Autor(en): |
Paul Quist
Ron Pepers Albert Reitsema |
||||
---|---|---|---|---|---|
Medium: | Tagungsbeitrag | ||||
Sprache(n): | Englisch | ||||
Tagung: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
Veröffentlicht in: | IABSE Conference, Rotterdam, May 2013 | ||||
|
|||||
Seite(n): | 508-509 | ||||
Anzahl der Seiten (im PDF): | 6 | ||||
Jahr: | 2013 | ||||
DOI: | 10.2749/222137813806521298 | ||||
Abstrakt: |
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. |
||||
Stichwörter: |
Ermüdung
|