Vibration Velocity Response of Buried Gas Pipelines according to Train Speed

지중 매설 가스 배관의 열차 주행 속도에 따른 진동 속도 특성

  • 김미승 (연세대학교 토목공학과) ;
  • 선진선 (삼부토건 SOC사업팀) ;
  • 김건 (연세대학교 토목환경공학과) ;
  • 김문겸 (연세대학교 토목환경공학과)
  • Published : 2008.04.17

Abstract

Recently, because of development of the high speed train technology, the vibration loads by train is significantly increased ever than before. This buried gas pipelines are exposed to both repeated impact loads, and, moreover, they have been influencing by vibration loads than pipeline which is not located under vehicle loads. The vibration characteristic of pipeline is examined by dynamic analysis, and variable is only train speed. Since an effect of magnitude of vibration loads is more critical than cover depth, as increasing the train speed, the vibration speed of buried pipelines is also increased. The slope of vibration velocity is changed by attenuation of wave, at train speed, 300 km/h. From the analysis results, the vibration velocity of pipelines is satisfied with the vibration velocity criteria which are established by Korea Gas Corporation. The results present operation condition of pipelines under rail loads has fully sound integrity based on KOGAS specification.

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