Dynamic Behavior of Simple Span PSC-BOX Girder Bridge under the Passage of the Urban Maglev Transit

도시형자기부상열차 주행하중에 의한 단경간 PSC-Box 거더교의 동적 거동

  • 양태석 ((주)삼안, 철도구조부) ;
  • 정원용 ((주)삼안, 기술개발연구원) ;
  • 이기열 ((주)삼안, 기술개발연구원)
  • Published : 2008.11.13

Abstract

Magnetic Levitated(Maglev) Vehicle, which utilizes electromagnetic forces between dual-pole electromagnets and a steel rail, generally runs on guideway structures. A prototype of an Urban Maglev Vehicle has been developed and tested in Korea, This study was conducted as a cooperation research subject of the 3-1 subject, performance improvement of maglev track structures, of the Center for Urban Maglev Program, statred in 2006. As the Maglev load is distributed rather than concentrated, a field test was conducted on Simple Span PSC-BOX Girder Bridge(L=25.0m) of the Expo-Maglev test track in Daejeon to examine the dynamic effect of the Maglev load on the bridge. Numerical analyses were also performed up to the maximum passing speed of 110 km/h by 10 km/h increments of Maglev Vehicle using Finite Element model of bridge, and girder deflections, accelerations and Dynamic Amplification Factor (DAF) are analysed.

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