Suggestion for Train Vibration Equations based on Change in Track System

궤도구조 변경에 따른 열차 진동 추정식 제안

  • 김응록 (송원대학교 철도시설토목계열) ;
  • 박연수 (전남대학교 공과대학 건설지구환경공학) ;
  • 강성후 (동신대학교 이공대학교 토목환경공학) ;
  • 박선준 (동신대학교 공업기술연구) ;
  • 김흥기 (광주광역시 지하철건설본부 공사계획과)
  • Published : 2002.03.01


This research estimated decreased vibration level as quantitative according to change of track system on Seoul Subway Line No. 1 from existing ballasted track system(Pandrol type clip) to concrete track system(Youbgdan type isolation rubber clip). Following change to concrete system, vibration level at tunnel floor decreased between 4-8dB(V). Vibration equations suggested in this paper consider the velocity of train and can estimate quantitative vibration response. These are divided by ultimate limit state($\beta$=0), serviceability limit state($\beta$=1.28) and safety state($\beta$=3), respectively. The reliability index, $\beta$=0, means 50% data line obtained by least squares best-fit line. The reliability index $\beta$=1.28 and 3 represent boundaries below 90% and 99.9% respectively.


  1. 이종득 역, '철도궤도역학', 노해출판사 2000
  2. 한국소음진동공학회, '소음․진동편람', 한국소음진동공학회, 1995
  3. 박정식, 윤영선, '현대통계학', 다산출판사, 1997
  4. E. R. Dougherty, 'Probability and Statistics for the Engineering, Computing and Physical Sciences', Prentice-Hall, 1990
  5. S. S. Rao, 'Reliability-Based Design', McGraw-Hill, 1992
  6. 변동균, 신현묵, 문제길, '철근콘크리트 공학', 동명사, 2001
  7. 淸水信行, 'パソコンによる 振動解析', 共立出版株式會社, 1989