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

  • 제30권3호
  • /
  • Pages.73-80
  • /
  • 2014
  • /
  • 1226-9107(pISSN)
  • /
  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
권호 표지
DOI QR코드

DOI QR Code

전단 보강재의 폭 두께비에 따른 기초판의 뚫림전단 성능평가

Punching Shear Performance Evaluation of Foundation by Depth-thickness Ratio of Shear Head Reinforcement

  • 투고 : 2014.01.02
  • 심사 : 2014.03.08
  • 발행 : 2014.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

The shear behavior of foundation is evaluated the same as slab under the current building code (ACI318-11 and KCI 2012). But the shear behavior of foundation would be different from the behavior of slab received uniformly distributed load, because it changes according to the deformational pattern of the foundation plate and the distributional pattern of the bearing power of soil. Therefore, in case of the shear head reinforcement of foundation plate depth shall not exceed 70 times the web thickness and the flexural stiffness ratio shall not be less than 0.15. However, KBC 2009 does indicate that the depth-thickness ratio do not consider in case of steel buried in concrete due to the concrete to prevent buckling. Therefore, this study shows the result of experimental investigation for the depth-thickness ratio of shear head reinforcement in foundation plate.

키워드

과제정보

연구 과제 주관 기관 : 동양미래대학교

참고문헌

  1. 양원직, 이원호, 이용재, "지반에서의 전단보강된 기초 성능 평가", 대한건축학회구조계논문집, 제28권 제9호, 2012.9, p.p.41-48.
  2. W. G. Corley and N. M. Hawkins, "Shearhead Reinforcement for Slabs," ACI Structural Journal, p.p. 811-824, Oct. 1968
  3. ACI 318-11, "Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary", American Concrete Institute, 2011
  4. "콘크리트구조기준", 한국콘크리트학회, 2012.10.
  5. 한국강구조학회, "강구조설계(개정판)", 구미서관, 2011. p.p.236.
  6. 양원직, 오상훈, 이원호, "중공PC기둥을 사용한 플랫 플레이트 슬래브-기둥 접합부의 전단보강", 대한건축학회 논문집, 제25권 제4호, 2009.4, p.p.125-135.
  7. 양원직, 이원호, 지석원, 이학수, "에코인공경량콘크리트를 사용한 플랫플레이트 슬래브-기둥 접합부의 뚫림전단 성능 및 보강 효과", 대한건축학회 논문집, 제25권 제8호, 2009.8, p.p.53-61.