Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2010.05a
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- Pages.37-38
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- 2010
Evaluation of the Deflection of Reinforced Concrete Half Slabs with Ribs
철근콘크리트 리브형 하프슬래브의 처짐 평가법
- Published : 2010.05.06
Abstract
The deflection of RC half slabs with rids was much smaller than that of the conventional RC half slabs. In this study, the deflection of RC half slabs with rids was calculated by using a FE method and a elastic analysis. The deflections predicted by the FE method and the elastic analysis predicted the deflection measured by tested slabs with reasonable agreement.
리브형 하프슬래브는 일반 하프슬래브에 비하여 처짐이 감소하고 강성이 크다. 이 연구에서는 리브형 하프슬래브의 처짐을 탄성해석에 근거하여 계산하였다. 또한 유한요소해석을 통하여 이를 평가하였다. 계산된 결과는 실험결과를 비교적 정확하게 예측하였다.
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