Retrofit of Rectangular RC Columns using GFRP

GFRP를 이용한 각형 RC 교각의 보강

  • 이영호 (한국건설기술연구원 구조연구부) ;
  • 염광수 (한국건설기술연구원 구조연구부) ;
  • 정진우 (한국건설기술연구원 구조연구부) ;
  • 권태규 (한국건설기술연구원 구조연구부) ;
  • 박기태 (한국건설기술연구원 구조연구부) ;
  • 황윤국 (한국건설기술연구원 구조연구부)
  • Published : 2006.05.11

Abstract

This paper presents experimental studies on investigating the seismic retrofit performance of reinforced concrete rectangular columns with poor lap-splice details using GFRP wrapping. Six columns have been tested. The GFRP retrofitted columns with same 7.5 mm thickness have two section shapes, i.e., rectangular and elliptical sections. The GFRP height was changed from 450 mm to 900 mm. The performance of GFRP retrofitted columns which have different shapes and height are verified.

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