Performance Verification for High Speed Railway Bridge on Test Operation of KTX

KTX 시운전시 고속철도 교량의 성능검증

  • 나성훈 (한국철도기술연구원) ;
  • 양신추 (한국철도기술연구원) ;
  • 이지하 (한국철도기술연구원) ;
  • 손기준 (한국고속철도건설공단 중부시설관리단)
  • Published : 2003.10.01

Abstract

The railway bridges on the new high-speed line are the first structures designed and constructed by our local engineers for high-speed running. In securing running stability and riding comfort in high-speed running, it is very important to verify the performance of structures and local specifications and design criteria by measuring and analyzing the dynamic behavior of main structural members. In this study, 4 different types(simple-span, 2, 3, 4-continuous spans) of PCS Box bridges on the test line(Yongwa$\~$Simok section) were selected, each representing a different type of superstructures, in order to verify the performance of the bridges by measuring dynamic responses during the test-run of KTX. Reviews of the running stability and the riding comfort were carried out with the results of the measurement and the analyses of vibration acceleration, endrotation, distortion and deflection at midspan.

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