Modal Tests of Railway Bridges considering the Type of Track Structures

철도교량 동특성 분석을 위한 궤도형식별 모달 테스트

  • 김성일 (한국철도기술연구원 궤도토목연구본부) ;
  • 유진영 (한국철도시설공단 KR기술연구소) ;
  • 문제우 (한국철도시설공단 KR기술연구소) ;
  • 홍성모 (한국철도시설공단 KR기술연구소) ;
  • 김종태 (한국철도시설공단 KR기술연구소)
  • Published : 2008.06.12

Abstract

The dynamic behavior of railway bridges originates from dynamic properties of various spans and structural types. As a result, the exact estimation of dynamic properties of the railway bridge can produce the exact estimations of dynamic performances of the railway bridge. The damping ratio affects the dynamic reponses of the railway bridge in the vicinity of the critical speed seriously. Eurocode, National Annex of each European country and Japan have their own specification for the damping ratio for the estimation of dynamic performance of railway bridges. In our case, the specification for Honam high speed railways follows the Eurocode. In the present study, for the verification and regulation of the damping ratio and investigation of various dynamic properties, modal tests of various structural types are performed. In addition, for the investigation of effects of track structures on the dynamic property of the bridge, ballast track and concrete track are installed and tested.

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