Comparison of Girder Height by Span in Various Types of Railway Bridge

철도교량형식의 경간에 따른 형고 비교

  • 이태규 (우송대학교 철도건설환경공학과) ;
  • 김혜욱 (우송대학교 철도건설환경공학과)
  • Published : 2008.06.12

Abstract

The type used mainly in present our country in the superstructure of the railway bridge including the high speed railway is classified by the box girder and the I-type girder, greatly. The box girder is mainly used by the high speed railway bridge, and the I-type girder is used mostly by general railway bridge style. In this study, according to current railway bridge design code, we execute design by the span length of each considered bridge form. Also we analyze the suitable girder height by the span length and calculate the construction costs. The comparative analysis of the structural efficiency is produced by the span length. From this study, it is exposed that the girder height by the span length is the biggest in box girder. Also it is evaluated that the construction costs of the box girder is higher than that of the I-type girder although there is a difference between more or less according to adopted construction method.

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