Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Span-to-Depth Ratio Equation for Reinforced Concrete Floor Members

콘크리트 바닥부재 설계를 위한 최소두께 산정식 제안

  • 이영학 ((주)동양구조안전기술 구조공학시스템 연구소) ;
  • 정광량 ((주)동양구조안전기술) ;
  • 최봉섭 (청운대학교 건축공학과)
  • Published : 2005.11.01
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Abstract

A single span-to-depth ratio function is proposed for control of deflection in one-way concrete construction. The equation can be applied to one-way slabs, beams, and flat plates. Effects of cracking, time-dependent deformation, boundary conditions, applied loading, and target deflection-to-span ratio are taken into account.

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