Investigation of Traffic Safety Requirements for Railway Bridge

철도교량 동적안정성 확보를 위한 거동한계기준에 대한 분석

  • 김성일 (한국철도기술연구원 궤도토목연구본부) ;
  • 정한욱 (한국철도시설공단 KR연구소) ;
  • 이두재 (한국철도시설공단 KR연구소) ;
  • 문제우 (한국철도시설공단 KR연구소) ;
  • 김종태 (한국철도시설공단 KR연구소)
  • Published : 2007.05.17

Abstract

Dynamic instability of the railway bridge can cause track irregularities and be directly connected with unstable passenger comfort and derailment of the train. Europe and Japan had studied on this problem for a long time since 1960's, Results of those studies are reflected in recent Eurocode and the bridge design code of Japanese railway bridges. However, even though some traffic safety requirements were applied in Kyoung-bu highspeed railway by French engineers, we experienced many difficulties from insufficient information of criteria background and application procedures. In this paper, a investigation of recent traffic safety requirements of Europe and Japan for railway bridges will be introduced and application procedures for the estimation of dynamic performance will be proposed.

Keywords