Proceedings of the KSR Conference (한국철도학회:학술대회논문집)

The Korean Society for Railway (한국철도학회)
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Numerical Analysis to Investigate Dynamic Characteristics of Steel Plate Girder Railway Bridges without Ballast

무도상 판형교의 동적거동특성 분석을 위한 해석적 연구

  • 최진유 (한국철도기술연구원, 철도토목연구팀) ;
  • 오지택 (한국철도기술연구원, 철도토목연구) ;
  • 김현민 (한국철도기술연구원, 철도토목연구) ;
  • 김영국 (철도청, 시설본부, 토목시설과, 토목시설팀)
  • Published : 2002.10.01
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Abstract

A dynamic characteristics of existing steel plate girder railway bridges without ballast were investigated from the finite element analysis. Span lengths, types of vehicle and running speeds are selected as parameters for analyses. For more exact analysis, it was adopted that 3-dimensional bridge models and wheel loads were produced by averaging field measured wheel loads of running vehicles at various speeds. Dynamic vertical deflections, dynamic amplification factors and vertical accelerations of bridges having 9m, 12m and 18m span length were investigated and compared with the limit values specified in Korean railway bridge specification.

Keywords