Preflex 철도교량의 운행열차하중에 대한 동적응답 분석

Experimental Analysis of A Preflex Railway Bridge Under Random Train Loads

  • 오지택 (한국철도기술연구원 구조물동특성연구그룹) ;
  • 김현민 (한국철도기술연구원 구조물동특성연구그룹) ;
  • 최은수 (한국철도기술연구원 구조물동특성연구그룹) ;
  • 김주우 (세명대학교 건축공학과)
  • 발행 : 2005.03.15

초록

This research analyzed dynamic responses of the preflex railroad bridge. Vertical deflection and acceleration induced by operating train loads and test train loads were measured. Deflection of bridge by train traveling satisfies deflection limitation regulation (L/800) about the concrete bridge, but compare with UIC standard, vibration acceleration happened fairly greatly. Also test result show that acceleration receives greatly effect about the speed than deflection. It must discuss about vibration acceleration problems for speed elevation hereafter.

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