Bridge length limits due to track-structure interaction in continuous girder prestressed concrete bridges

•A parametric study of the Track-Structure Interaction in continuous girder railway bridges is conducted.•The total bridge length and the existence and number of rail and deck expansion joints are studied.•Limits for the total bridge length depending on expansion joints arrangement are determined. T...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Engineering structures 2019-10, Vol.196, p.109310, Article 109310
Hauptverfasser:	Ramos, Ó.R., Schanack, F., Carreras, G. Ortega, de Vena Retuerto, J.
Format:	Artikel
Sprache:	eng
Schlagworte:	Bed load Braking Bridge decks Building codes Concrete bridges Continuous bridges Design parameters Displacement Expansion joints Finite element method Girder bridges Longitude Non-linear analysis Nonlinear analysis Parametric study Prestressed concrete Railroad ballast Railroads Railway bridge Railway bridges Railway tracks Temperature requirements Track-structure interaction Traction force
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!