Accurate fatigue stress determination in concrete railway bridges considering rail track - Structure interaction

Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost

Volumn , Issue , 2006, Pages 483-484

  Herwig, A ^a   Bruhwiler E ^a  

^a EPFL   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

BALLAST (RAILROAD TRACK); COSTS; FATIGUE OF MATERIALS; LIFE CYCLE; MAINTENANCE; RAILROAD BRIDGES; RAILROAD TRACKS; RAILROADS; RAILS; REINFORCEMENT; STEEL BRIDGES;

ANALYTICAL INVESTIGATIONS; CONCRETE BRIDGE STRUCTURES; LOAD CONFIGURATIONS; NON-LOAD BEARINGS; NONLINEAR BEHAVIOURS; REINFORCEMENT CONTENT; SHORT-SPAN BRIDGES; STEEL REINFORCEMENTS;

CONCRETES;

EID: 56749171127     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/b18175-195     Document Type: Conference Paper

References (2)

1. Fryba L. (1996): Dynamics of Railway Bridges, Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague, 1996.
2. Lichtberger B. (2004) Handbuch Gleis, 2. Auflage, Linz, 2004.