Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Full Scale Model Test on Channel Type PC Bridge

찬넬형 PC교의 실물실험 연구

  • 구민세 (인하대학교) ;
  • 황윤국 (한국건설기술연구원 구조연구실 연구원) ;
  • 조현준 (한국건설기술연구원 구조연구실 연구원) ;
  • 유영찬 (한국건설기술연구원 구조연구실 연구원) ;
  • 김정호 (한국건설기술연구원 구조연구실 연구원)
  • Published : 1990.10.01
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Abstract

This study was performed to verify the behavior of channel type PC bridge through the full scale model test. It is well known that the behavior of connection is especially important in case of precast multi-beam bridges. In this study, the lateral load distribution capacity was found satisfactory and influenced little either by the type or strength of connections. Analysis results agreed well with test results. Parameter studies were performed based on the test and analysis results.

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