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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2020.1
- 수록면
- 171 - 178 (8page)
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초록· 키워드
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This study was performed to examine the behavior of time dependent properties on RC columns subjected to high filled soil layer. By using Fortran program which is a modified version for the present purpose, a typical column in reinforced concrete structure was analyzed. Four different model equations for predicted time dependent concrete properties(ACI, CEB-FIP, Bazant & Panula, and Korea Bridge Specification) was employed, and the results were compared. It was found that a relevant creep coefficient is recommended to be 1.0 for designing columns in subway structure subjected by soil dead load, and the soil filling work would be performed at least 3 months later after the concrete casting in order to ensure durability by reducing the negative effect of concrete time dependent properties.
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등록된 정보가 없습니다.
참고문헌 (13)
참고문헌 신청
Tadros, M. K. / 1977 / Time-Dependent Analysis of Composite Frames / Journal of ASCE 103(4):871~884
Gilbert, R. I. / 1978 / Tension-Stiffening in Reinforced Concrete Slabs / J. Structural Division of ASCE 104(2):1885~1900
PCI Committee / 1975 / Recommendations for Estimating Prestress Losses / PCI Journal 20(4):43~75
Bazant, Z. P. / 1993 / Creep and Shrinkage of Concrete / 5th International RILEM Symposium 1(1):520~530
1996 / ACI Committee 209, Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures, ACI Manual of Concrete Practice Part 1 :356~410
Gilbert, R. I. / 1978 / Tension-Stiffening in Reinforced Concrete Slabs / J. Structural Division of ASCE 104(2):1885~1900
PCI Committee / 1975 / Recommendations for Estimating Prestress Losses / PCI Journal 20(4):43~75
Bazant, Z. P. / 1993 / Creep and Shrinkage of Concrete / 5th International RILEM Symposium 1(1):520~530
1996 / ACI Committee 209, Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures, ACI Manual of Concrete Practice Part 1 :356~410
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