Stress Histogram Analysis of Steel Plate Girder Railway Bridge due to Service Load Histories

실동하중에 의한 강판형철도교의 응력빈도해석

  • 황인구 (서울산업대학교 철도전문대학원) ;
  • 김연태 (서울산업대학교)
  • Published : 2004.10.01

Abstract

Despite the number of steel bridges being under in service more than 50 years reaches about 50$\%$ in present, the quantitative estimation in maintenance on steel railway bridges is not possible because a ton of the field data in the bridges have not been plentifully accumulated. Therefore, a series of field tests on the steel plate girder bridge, the typical types of steel railway bridges, are executed, and the stress characteristics of main members in steel plate girder railway bridges are quantitatively estimated in this study.

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