Seismic Retrofit of 1/2 Scale-down Circular RC Columns with GFRP Wrapping

1/2 축소된 원형교각의 GFRP 래핑 내진보강

  • 염광수 (한국건설기술연구원 구조연구부) ;
  • 최영민 (자람기술) ;
  • 이영호 (한국건설기술연구원 구조연구부) ;
  • 권태규 (한국건설기술연구원 구조연구부) ;
  • 김정호 (한국건설기술연구원 구조연구부) ;
  • 황윤국 (한국건설기술연구원 구조연구부)
  • Published : 2006.05.11

Abstract

This paper presents experimental studies on investigating the seismic retrofit performance of reinforced concrete circular columns with poor lap-splice details using GFRP wrapping. Four 1/2 scale-down model columns have been tested. The as-built column is expected to suffer brittle failure due to the bond failure of lap-spliced longitudinal reinforcement. The retrofitted columns using GFRP wrapping showed significant improvement of seismic performance.

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