Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
권호 표지
DOI QR코드

DOI QR Code

Effective Shear Stress of Reinforced Concrete Columns for Preliminary Evaluation of Seismic Performance

내진성능 예비평가를 위한 철근콘크리트 기둥의 유효전단응력도 제안

  • 이상현 (단국대 건축공학과) ;
  • 김태완 (강원대 건축공학과) ;
  • 유은종 (한양대 건축공학부) ;
  • 김태진 (한양대 건축공학부) ;
  • 김승진 (한국시설안전공단 국가녹색건축사업센터) ;
  • 안충원 (한국시설안전공단 국가녹색건축사업센터)
  • Received : 2011.11.03
  • Published : 2012.04.25
⟨ Previous Next ⟩

Abstract

In this study, effective shear stress of reinforced concrete(RC) column is presented for preliminary evaluation of seismic performance of the existing RC moment frame. First, the default values of material strength according to construction year is proposed, which can be used for preliminary evaluation before field investigation. The shear strength of a RC column is evaluated by using Japanese code, ACI 318, and FEMA 356. Failure mode of the RC column and corresponding shear stress are obtained by comparing the shear and flexural strengths. The shear strength of RC column can be simply calculated by using the proposed table, which provides shear strength with regard to construction year, clear height, and depth of the RC column.

Keywords

References

  1. American Concrete Institute, "ACI Commitee 318-08 Buildi ng Code Requirements for Reinforced Concrete, 2008
  2. Federal Emergency Management Agency, "FEMA356 Prest andard and Commentary fot the Seismic Rehabilitation of Existing Buildings", 2000
  3. 대한건축학회, "건축구조설계기준", 2009
  4. 일본건축방재협회, "기존 철근콘크리트조 건축물 내진진단기준 및 동해설", 2001
  5. 한국시설안전공단, "기존 건축물의 내진성능 평가 및 향상요령", 2004
  6. 한국시설안전공단, "기존 시설물(건축물)의 내진성능 평가 및 향상요령", 2011.7
  7. 한국시설안전공단, "국내 실정에 맞는 취성파괴형 및 삼중수평저항 시스템 건축물의 내진성능평가 기법 개발", 2008
  8. 강대언, '기존 철근콘크리트 건물의 내진성능', 광운대학교대학원 석사논문, 2000
  9. PEER Structural Performance Database (http://nisee.berkel ey.edu/spd)