Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

Introduction of Track-Bridge Longitudinal Interaction Analysis Method

궤도-교량 종방향 상호작용 해석 기법 소개

  • 윤경민 (충남대학교 철도연구소) ;
  • 이경찬 (철도기술연구원 고속철도연구본부) ;
  • 배현웅 (충남대학교 철도연구소) ;
  • 민경환 (충남대학교 철도연구소) ;
  • 임남형 (충남대학교 토목공학과)
  • Published : 2017.09.19
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Abstract

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References

  1. Korea Rail Network Authority. KR C-08080: Track-Bridge Longitudinal Interaction Analysis (in Korean), KR 2014.
  2. UIC CODE 774-3R. Track/bridge Interaction Recommendations for Calculations. UIC 2001; Paris; France.
  3. Yun KM, Choi JY, Lee JO and Lim NH. Modification of the conventional method for the track-bridge interaction. Applied Mechanics and Materials 2012; Vol.204-208; 1988-1991. https://doi.org/10.4028/www.scientific.net/AMM.204-208.1988
  4. Lusas Inc., LUSAS User's manual, Surrey, KT1 1HN, UK, 2006.
  5. LIM NH, LEE KC, LEE JH and Youn SG, Reduction technology of track-bridge interaction to enhancing the application of railway bridges with longer continuous span, Ministry of Land, Infrastructure and Transport of Korean government, 2017.