Parameter Study for Long-Span Bridge of High-Speed Railway considering CWR Axial Force

장대레일 축력을 고려한 고속철도 특수교량의 변수별 분석

  • 이종순 ((주)교량과고속철도, 부설연구소) ;
  • 조수익 (한국철도시설공단, KR연구원, 시설연구) ;
  • 박만호 (한국철도시설공단, KR연구원, 개발기획) ;
  • 주환중 ((주)교량과고속철도) ;
  • 남형모 ((주)교량과고속철도, 부설연구소)
  • Published : 2010.06.10


Application of long-span bridge, which is affected by parameters such as span length, shoe boundary condition, track property and stiffness of superstructure and substructure etc., can vary. Especially, by CWR aspects of the axial force, that can be less constraints of construction depending on whether the application of rail expansion joint(REJ), which has disadvantaged in terms of maintenance. In this study, it was performed parameter study for multiple variables (shaft length, the upper and lower cross-section characteristics, track characteristics, etc.) in terms of CWR aspects. Structure-rail interaction analysis was applied to the typical simple span PSC Box and 3 span continuous bridge Extradosed Bridge(50m+80m+50m) excluding REJ. If you set the boundary e of variables for long-span railway bridge excluding REJ through the this study, when designing future is expected to be able to useful.



Grant : 저진동 궤도(플로팅 슬래브궤도) 개발 및 특수교량 성능향상 기술 개발