Impact factor and Dynamic response of Daejon Maglev Guideway under the Sleeper Conditions

침목 간격에 따른 자기부상 시험선로 가이드웨이의 동적응답분석 및 충격계수산정

  • 홍유나 (한국철도기술연구원, 철도구조연구실) ;
  • 정원석 (경희대학교, 토목공학과) ;
  • 여인호 (한국철도기술연구원, 철도구조연구실)
  • Published : 2008.11.13

Abstract

Maglev System is expected to be a new public transportation for future because of its special characteristics. Sleepers of railway role on transferring the lateral load to guideway for Maglev and controlling the distance between rails. Variation of distance of sleepers can affect dynamic responses for maglev guideway. In this paper, Daejon maglev guideway is analyzed to find proper tie spacing of a maglev system. The analysis included using a maglev trainload and also the dead load as the primary forces on bridges. Not only the dynamic behavior of bridges is investigated under sleeper conditions, but also impact factor about vertical displacement on the guideway is produced. This guideway is analyzed in four cases followed by changing spacing of sleeper and then obtained dynamic characteristics such as displacements, acceleration and impact factor by Finite Element Analysis.

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