Standards UIC - International railway union - Page 208

Calculation for bridges with simplysupported beams during the passage of a train.

Calculation of bridges with a complex structure for the passage of traffic Computer programs for dynamic cal culations

Confirmation of values against experi mental data Part A: Rig tests to investigate ballast behaviour on bridges due to high acceleration levels Confirmation of the acceleration limit for the ballast Part B: Comparison of calculations and measurements usi

Final Report Part A: Synthesis of the results of D 214 research Part B: Proposed UIC Leaflet

Comportement a la fatigue de poutres industrielles précontraintes pour tabliers de pontsrails.

Fatigue capacity of small railway concrete bridges Prevision of the results of Swedish fullscale tests Comparison and analyses

Independent verification of the correction factors used in the fatigue design in Eurocode 2, Part 2

State of the art report

Tests using models

Final report