A Study on Acceleration of High-Speed Railway Bridges According to Type of Track

고속철도교량의 도상 종류에 따른 가속도 비교

  • 윤혜진 (한국건설기술연구원, 구조교량연구실) ;
  • 진원종 (한국건설기술연구원, 구조교량연구실) ;
  • 최은석 (한국건설기술연구원, 구조교량연구실) ;
  • 강재윤 (한국건설기술연구원, 구조교량연구실) ;
  • 곽종원 (한국건설기술연구원, 구조교량연구실) ;
  • 김병석 (한국건설기술연구원, 기반시설연구본부)
  • Published : 2011.10.20


Dynamic response of high-speed railway bridges is important due to the possibility of resonance from continuous and repeated action of high-speed train running. Acceleration of bridge deck is important parameter in the evaluation of dynamic stability of bridges. This study investigated acceleration characteristics according to type of tracks.



Grant : 철도건설 경쟁력 확보를 위한 용역

Supported by : 한국철도시설공단