한국농공학회논문집 (Journal of The Korean Society of Agricultural Engineers)

  • 제49권6호
  • /
  • Pages.47-54
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  • 2007
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  • 1738-3692(pISSN)
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  • 2093-7709(eISSN)
한국농공학회 (The Korean Society of Agricultural Engineers)
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철근 콘크리트 슬래브의 디자인이 동적 거동에 미치는 영향

Effects of Design on the Dynamic Response of Reinforced Concrete Slabs

  • 오경윤 (전남대학교 대학원, 정주건설㈜) ;
  • 조진구 (전남대학교) ;
  • 최수명 (전남대학교 농업생명과학대학) ;
  • 홍종현 (탐라대학교 토목환경공학과)
  • 발행 : 2007.11.30
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초록

This paper is on the research of the special character of the dynamic response according to a design of the clamped reinforced concrete slab. In this study, the 20-node solid element has been used to analyze the dynamic characteristics of RC slabs with clamped edges. The elasto-visco plastic model for material non-linearity and the smeared crack model have been adopted in the finite element formulation. The design factor, which affect the dynamic response of the reinforced concrete slab, are the steel layer thickness, steel layer depth, steel layout method, steel layout angle and the slab thickness and span ratio. The main purpose of this study was to find out the dynamic response of the reinforced concrete slab according to above variables. The reduction of deflection/thickness ratio appeared less than 2% when the slab thickness between 20 and 21cm. It is desirable that the slab thickness must be above 20-21cm. The reduction ratio of deflection is appeared greatly when the value of the span/thickness ratio is between 25 and 30. In conclusion, the steel layer depth and thickness had a little effect on deflection of the dynamic response, but had no effect on the steel layout angle.

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참고문헌

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