Evaluation of Impact Factor of High-Speed Railway Bridges from Dynamic Response under KTX Running

고속철도교량의 동적응답에 의한 충격계수 평가

  • 윤혜진 (한국건설기술연구원, 구조교량연구실) ;
  • 진원종 (한국건설기술연구원, 구조교량연구실) ;
  • 곽종원 (한국건설기술연구원, 구조교량연구실) ;
  • 황의승 (경희대학교, 토목공학과) ;
  • 김병석 (한국건설기술연구원, 기반시설연구본부)
  • Published : 2011.10.20


To consider dynamic magnification effect at the static design stage, impact factor is applied to design load. Current impact factor adopted EUROCODE without domestic verification through theoretical and experimental studies. This study evaluated impact factor of railway bridges from dynamic response under KTX running. Moving Average Method was applied to calculate impact factor. Investigation considering different type of bridges and tracks including velocity was conducted.



Grant : 철도건설 경쟁력 확보를 위한 용역

Supported by : 한국철도시설공단