장대레일궤도의 좌굴안정성 이론

  • 발행 : 2016.12.30

초록

키워드

참고문헌

  1. Kish, A., & Samavedam, G. (1991). Dynamic buckling of continuous welded rail track: Theory, tests, and safety concepts. Transportation Research Record,
  2. Kish, A., & Samavedam, G. (2001). Risk analysis based CWR track buckling safety evaluations.
  3. Esveld, C. (1998, December). Improved knowledge of CWR track. In Interactive Conference on Cost Effectiveness and Safety Aspects of Railway Track, UIC/ERRI, Paris.
  4. Sussmann, T., Kish, A., & Trosino, M. (2003). Influence of track maintenance on lateral resistance of concrete-tie track. Transportation Research Record: Journal of the Transportation Research Board,
  5. Kish, A., Samavedam, G., & Wormley, D. N. (2007). New track shift safety limits for high-speed rail applications. John A. Volpe National Transportation Systems Center.
  6. Read, D. M., Kish, A., & Clark, D. W. (2007, September). Optimized readjustment length requirements for improved CWR neutral temperature management. In AREMA Conference.
  7. Koob, M. J. (2005). The development of a vibration technique for estimation of neutral temperature in continuously welded railroad rail (Doctoral dissertation, University of Illinois at Urbana-Champaign).
  8. Ahmad, S. S., Mandal, N. K., Chattopadhyay, G., & Powell, J. (2013). Development of a unified railway track stability management tool to enhance track safety. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of rail and rapid transit,
  9. Grabe, P. J., Freyer, R. V., & Furno, R. F. (2007). An intelligent condition monitoring system for the management of continuously welded rails. In Proceedings International Heavy Haul Conference.
  10. Ahmad, S. S. N., Mandal, N. K., Chattopadhyay, G., Powell, J., & Micenko, P. (2011). Improvement of rail creep data to measure the stress state of a tangent continuously welded rail (CWR) track. In The International Heavy Haul Association conference.
  11. Kish, A., & Aten, J. P. (2012). A "smart systems" approach for better managing CWR thermal forces at extreme temperatures. In CORE 2012, Rail-the core of integrated transport, conference on railway engineering, Perth, Western Australia,
  12. Nucera, C., Phillips, R., di Scalea, F. L., Fateh, M., & Carr, G. (2012, October). A Wayside System for In-Situ Measurement of Rail Neutral Temperature by Nonlinear Ultrasonic Guided Waves. In ASME 2012 Rail Transportation Division Fall Technical Conference (pp. 11-15). American Society of Mechanical Engineers.
  13. Kish, A., Samavedam, G., & Wormley, D. (2004). Fundamentals of track lateral shift for high-speed rail applications. National Technical Information Service.
  14. 徐士範, (2002), 急曲線과 鈑桁橋梁의 레일 長大化를 위한 레일 軸力 解釋, 忠北大學校 大學院 工學博士 學位論文.
  15. 서사범, (2003), 최신 철도선로(Modern Railway Track), 도서출판(주) 얼과 알, (ISBN 89-5529-067-5)
  16. 서사범, (2012). 개정3판 선로공학(궤도역학, 궤도재료, 궤도의 설계와 관리, 보안.운전, 소음.진동), 도서출판BG 북 갤러리, (ISBN 978-89-6945-037-1 93530)