Structural Performance of Seismic Resistance Capacity of Carbon Sheet-Angle Retrofitting Method in Wall-Slab Joint

탄소섬유와 L형강을 이용한 벽-슬래브 접합부의 보강성능

  • 노공기 (단국대학교 건축대학원) ;
  • 박태원 (단국대학교 건축대학원, 내진리모델링연구소) ;
  • 박현수 (신흥대학 건축설계과) ;
  • 정란 (단국대학교 건축공학과)
  • Published : 2004.11.01


In the seismical capacity evaluation for RC structure wall-slab joint is very important factor. Because lateral load is resistance element and gravity load resistance element are acted mutually in the wall-slab joint. In this paper, to improve the seismic capacity of the wall-slab joint in the existing wall type apartments experiment which improve and retrofit a seismic capacity by unequal angle bracing and carbon sheet attachment are carried out. These methods are also economic and simple in mitigating seismic hazard, improve earthquake-resistance performance, and reduce risk level of building occupants. From the experimental results, the change of strength, degration of stiffness, and energy dissipation are evaluated. It can be concluded that these methods are effective in improving the seismic performance.