The Behaviors of Earthquake Monitoring System for Gyungbu High Speed Railroad on the Odaesan Earthquake

오대산지진 시 경부고속철도 지진감시시스템 거동

  • 김대상 (한국철도기술연구원.궤도토목연구본부) ;
  • 김성일 (한국철도기술연구원.궤도토목연구본부) ;
  • 최수현 (한국철도기술연구원.궤도토목연구본부) ;
  • 유원희 (한국철도기술연구원.철도시스템연구본부)
  • Published : 2008.02.28

Abstract

This paper reviews the operation standards and manuals of earthquake monitoring system for Gyungbu high speed railroad. The domestic earthquake monitoring system detects the acceleration data at the locations of lower part of pier and deck of viaducts and bridges, not like foreign system to do the surface ground accelerations. For the purpose of evaluating the behaviors of the domestic earthquake monitoring system, measured acceleration data on the Odaesan earthquake at Iwon viaduct were analysed. The values of maximum acceleration level of the viaduct were increased from 0.0089g(EW component) of the lower part of pier to 0.014g(EW component) on the deck of the viaduct. And also the predominant periods and frequencies were analysed by the frequency domain analysis.

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