1 |
Yang, S. C. and Kim, E., 2012, Effect on Vehicle and Track Interaction of Installation Faults in the Concrete Bearing Surface of a Direct-fixation Track, Journal of Sound and Vibration, Vol. 331, No. 1, pp. 192~212.
DOI
|
2 |
Ministry of Land, Transport and Maritime Affairs, 2011, Railway Design Standard(structure), Korea Rail Network Authority.
|
3 |
RTRI(Railway Technical Research Institute), 2006, Design Standard for Railway Structures and Commentary - Displacement Limits, Japan.
|
4 |
Ministry of Land, Infrastructure, Transport and Tourism, 2002, Technical Standard in Railway(Civil), Japan, Department of Railway.
|
5 |
Jin, X., Xiao, X., Wen, Z. and Zhou, Z., 2008, Effect of Sleeper Pitch on Rail Corrugation at a Tangent Track in Vehicle Hunting, WEAR, Vol. 265, No. 9-10, pp. 1163~1175.
DOI
|
6 |
Yang, S. C., 2009, Enhancement of the Finite-element Method for the Analysis of Vertical Train-track Interactions, Proc. IMechE Part F: J. Rail and Rapid Transit, Vol. 223, No. 6, pp. 609~620.
DOI
|
7 |
UIC Code 774-3-R, 2001, Track/Bridge Interaction, Recommendations for Calculations, Union International des Chemins de Fer (UIC), Paris France.
|
8 |
EN 1991-2, 2003, Eurocode 1: Actions on Structures, Part 2: General Actions, Traffic Loads on Bridges, European Committee for Standardization (CEN), Brussels.
|
9 |
Ernesto, G. V., JoséA. T., Gorka, G. Z. and Carlos, A. D., 1998, Effect of Sleeper Distance on Rail Corrugation, WEAR, Vol. 217, No. 1, pp. 140~146.
DOI
|