레일-교량상호작용을 고려한 장대레일 거동 해석

  • 김병석 (한국건설기술연구원 구조시스템그룹) ;
  • 강재윤 (한국건설기술연구원 구조시스템그룹)
  • Published : 2000.06.01

Abstract

Keywords

References

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  2. Report No.3, ERRI-D202/RP3 Theory of CWR Track Stability Samavedam, G.
  3. UIC Code 774-3 General Principles of Calculating Longitudinal Forces in a Bridge, Its bearings and its substructure - Recommendations for a simple case(1st Ed.) UIC
  4. Ingenieurbauwerke, IBW Talbrucken, Nr. v.4 Design System used by the German Federal Railway for Valley Bridges on the New Railway Lines Meyer, G.;Ruse, P.
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  6. Proc., World Congress on Railway Research '97 no.B A New Set of Computer Models for Analysing CWR Esveld, C.
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  8. Proc., World Congress on Railway Research '97 no.B Track/Bridge Interaction Ramonde, P.
  9. 고속전철기술개발사업 1단계 최종보고서 고속전철 교량/터널구조 및 유지관리 시스템 개발 한국건설기술연구원