New Technique of Earthquake Resistant Performance of Reinforced Concrete Infilled Shear Wall using New Materials and Advanced Detailing

신소재 및 성능개선 디테일을 활용한 철근콘크리트 골조면내 전단벽의 내진성능 개선기술

  • 하기주 (경일대학교 건축학부) ;
  • 신종학 (경일대학교 건축학부) ;
  • 김윤용 (충남대학교 토목공학과) ;
  • 양승혁 (경일대학교 건축공학과) ;
  • 홍건호 (경일대학교 건축공학과) ;
  • 김정수 (한국과학기술원 건설 및 환경공학과)
  • Published : 2006.05.11

Abstract

Three reinforced concrete shear wall and infilled shear wall using retrofitting system were constructed and tested under both vertical and cyclic loadings, Experimental programs were carried out to evaluate and improve the seismic performance of such test specimens, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility etc. under load reversals. All the specimens were modeled in one-third scale size. For specimens(RWAHC, RWXHC) designed by the improving of seismic performance using the high ductile fiber composite mortar, anchoring, and advanced detailing system for the reinforced concrete shear wall load-carrying capacities were increased $1.1{\sim}1.22$ times in comparison with the standard specimen(SRW).

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