한국안전학회지 (Journal of the Korean Society of Safety)

  • 제27권6호
  • /
  • Pages.138-143
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  • 2012
  • /
  • 1738-3803(pISSN)
  • /
  • 2383-9953(eISSN)
한국안전학회 (The Korean Society of Safety)
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교량의 공용내하력과 환산충격계수 관계 연구

The Relationship between the Load Carrying Capacity and Transformed Impact Factor of Highway Bridge

  • Chai, Won-Kyu (Department of Civil Engineering, Shingu University) ;
  • Lee, Myeong-Gu (Department of Environmental Health and Safety, Eulji University)
  • 투고 : 2012.10.19
  • 심사 : 2012.12.13
  • 발행 : 2012.12.31
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초록

In this thesis, the relationship between the load carrying capacity and the transformed impact factor of the highway bridges were studied. The bridges are classified according to superstructures type. The result of the comparison between the load carrying capacity and the transformed impact factor, if the load capacity ratio of 0.57, the transformed impact factor was less in order of RC T-beam bridge, RC slab bridge, PC beam bridge, I-beam bridge. By the regression analysis on these results, the empirical formulae to predict the the load carrying capacity of bridge were suggested.

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과제정보

연구 과제 주관 기관 : 신구대학교

참고문헌

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