참고문헌
- Deutsche Bahn, DB Netz AG (2008) Bridge deck Ends, Check for serviceability limit state of superstructure, DS804 - Appendix 29 (German language).
- Deutsche Bahn, DB Netz AG (2003) Richtlinie 804.5202 (German language).
- Korea Rail Network Authority (2008) Research for improvement of concrete track interface performance.
- Rudolf Seidel (2000) Feste Fahrbahn auf groBen Stahluberbauten der NBS Hannover-Berlin, EI-Eisenbahningenieur (51), pp. 23-29 (German language).
- Deutsche Bahn, DB Netz AG (1995) Anforderungskatalog zum Bau der Fahrbahn, 3. Uberarbeitete Auflage, Stand, Catalogues for construction of slab track (German language).
- Edgar Darr, Werner Fiebig (2006) Feste Fahrbahn, Konstruktion und Bauarten fur Eisenbahn und StraBenbahn, ISBN 3-8266-1485-2, Eurail press (German language).
- Korea Rail Network Authority (2011) Railway design Standard (Track part).
- Korea Rail Network Authority (2011) Railway design Standard (Roadbed part).
- J.Y. Choi, S.C. Yang (2008) The displacement limit at the end of an approach slab for a railway bridge with ballastless track, Journal of the Korean Society for Railway, 11(2), pp. 195-202.
- H.K. Park, S.Y. Jang, S.C. Yang, Y.G. Park (2009) A parametric study on the serviceability of concrete slab track on railway bridge, Journal of the Korean Society for Railway, 12(1), pp. 95-103.
- R.K. Min, D.Y. Sung, Y.G. Park (2012) Analysis of dynamic behavior of railway bridge with concrete track, Journal of the Korean Society for Railway, 15(2), pp. 147-153. https://doi.org/10.7782/JKSR.2012.15.2.147
- D.S. Chun, J.Y. Choi, H.Y. An, Y.G. Park (2008) Behavior of fastening system of HSR bridge ends deck on slab track installed bridge, Proceedings of the Korean Society for Railway Autumn Conference, Gwangju, pp. 1624-1633.
- K.H. Lee (2013) Applying transition track system to improve track performance in a railway bridge deck ends, Master's Thesis, Seoul National University of Science & Technology.
- International Union of Railway (UIC), Track Bridge Interaction.
- International Union of Railway (UIC), Code776-3, Deformation of Bridge.
- Eurocode (2003) Actions on Structure, Part 2, Traffic load on bridge, EN 1991-2.
- Eurocode (2005) Basis of Structural Design, EN 1990:2001+A1.
- International Union of Railway (UIC) (2008) Recommendations for Design & Calculation of ballastless track, ISBN 2-7461-1397-X.
- Korea Rail Network Authority (2011) Railway bridge design Standard (Railway bridge part).
- G.Y. Jo (2014) The evaluation of fatigue behavior for transition track system of railway bridge, Master's Thesis, Seoul National University of Science & Technology.
- K.W. Kim (2014) A study on behavioral characteristics of transition track system, Master's Thesis, Seoul National University of Science & Technology.
- J.I. Lim (2014) An applying a transition track system to improve track serviceability in railway bridge deck ends, PhD Thesis, Seoul National University of Science & Technology.
- K.W. Kim, J.Y. Choi, Y.G. Park (2013) A study on behavioral characteristics of transition track system, 2013 Autumn Conference & Annual Meeting of the Korean Society for Railway, Daegu, pp. 1430-1435.
- G.Y. Jo, J.Y. Choi, B.J. Park, Y.G. Park (2013) A study on evaluation of fatigue behavior for transition track system of railway bridge, 2013 Autumn Conference & Annual Meeting of the Korean Society for Railway, Daegu, pp. 1424-1429
- J.I. Lim, S.O. Song, J.Y. Choi, Y.G. Park (2013) Experimental study on applying a transition track system to improve track serviceability in railway bridge deck ends, Journal of the Korean society for railway, 16(3), pp. 207-216. https://doi.org/10.7782/JKSR.2013.16.3.207
- J.I. Lim, S.O. Song, J.Y. Choi, Y.G. Park (2013) Experimental study on characteristics of deformation for concrete track on railway bridge deck end induced by bridge end rotation, Journal of the Korean society for railway, 16(3), pp. 217-225. https://doi.org/10.7782/JKSR.2013.16.3.217
- S.I. Kim (2010) Experimental evaluations of track structure effects on dynamic properties of railway bridges, Journal of Vibration and Control, 17(12), pp. 1817-1826.