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NTIS 바로가기한국소음진동공학회논문집 = Transactions of the Korean society for noise and vibration engineering, v.25 no.9, 2015년, pp.620 - 627
Long continuous bridge deck can become contracted considerably as temperature drops, which can lead to a large expansion of sleeper span at the end of it. Since this huge sleeper span then can cause problems both with safety of train operation and structural stability of tracks, it is necessary to t...
UIC Code 774-3-R, 2001, Track/Bridge Interaction, Recommendations for Calculations, Union International des Chemins de Fer (UIC), Paris France.
EN 1991-2, 2003, Eurocode 1: Actions on Structures, Part 2: General Actions, Traffic Loads on Bridges, European Committee for Standardization (CEN), Brussels.
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.
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.
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.
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.
Ministry of Land, Transport and Maritime Affairs, 2011, Railway Design Standard(structure), Korea Rail Network Authority.
RTRI(Railway Technical Research Institute), 2006, Design Standard for Railway Structures and Commentary - Displacement Limits, Japan.
Ministry of Land, Infrastructure, Transport and Tourism, 2002, Technical Standard in Railway(Civil), Japan, Department of Railway.
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