궤도구조를 고려한 철도교량의 동적거동 분석

Dynamic Behavior Analysis of Railway Bridge considering Track Stiffness

  • 강덕만 ((주)삼보기술단 철도부) ;
  • 안해영 ((주) 삼현피에프, 서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 성덕룡 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 김성일 (한국철도기술연구원) ;
  • 박용걸 (서울산업대학교 철도전문대학원 철도건설공학과)
  • 발행 : 2009.05.21

초록

This study is objected by analyzing whether it is applied to the analysis model considering the track stiffness or not when the railway bridge is designed or reviewed for the dynamic stability. It is performed that the analysis model is verified by comparing the field test result with the analysis result. Also, The dynamic response of railway bridge through the existing analysis model is compared with the analysis model considered the track stiffness. In addition, it is performed by analyzing the model considering the stiffness of concrete track. Therefore, this study is suggested that the design of railway bridge apply to the existing analysis model considering the mass of track and the dynamic stability review of railway bridge apply to it considered the stiffness & mass of track. Also, it is suggested that the stiffness of concrete slab on the bridge must consider when it is designed or checked over the dynamic stability.

키워드