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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
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- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.17 No.1
- 발행연도
- 2016.1
- 수록면
- 87 - 106 (20page)
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This paper deals with the reliability analysis of design formulations derived for predicting the punching shear capacity of FRP-reinforced two-way slabs. Firstly, a new design code formulation was derived by means of gene expression programming. This formulation differs from the existing ones as the slab length (L) was introduced in the equation. Next, the proposed formulation was tested for its generalization capability by a parametric study. Then, the stochastic analyses of derived and existing formulations were performed by Monte Carlo simulation. Finally, the reliability analyses of these equations were carried out based on the results of stochastic analysis and the ultimate state function of ASCE-7 and ACI-318 (2011). The results indicate that the prediction performance of new formulation is significantly higher as compared to available design equations and its reliability index is within acceptable limits.
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참고문헌 (42)
참고문헌 신청
2008 / ACI 318, Building Code Requirements for Structural Concrete (Aci 318-08) and Commentary / American Concrete Institute
2006 / ACI 440, Guide for the Design and Construction of Concrete Reinforced with Frp Bars / (Aci 440.1R-06) American Concrete Institute
ACI Committee. / 2001 / Guide for the design and construction of concrete reinforced with FRP bars / American Concrete Institute
Ahmad, S. H. / 1994 / Punching shear tests of slabs reinforced with 3-dimensional carbon fiber fabric / Concrete Int 16(6):36~41
Albegmprli, H. M. / 2015 / Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear FE analysis / Comput. Concrete 15(2):259~277
2006 / ACI 440, Guide for the Design and Construction of Concrete Reinforced with Frp Bars / (Aci 440.1R-06) American Concrete Institute
ACI Committee. / 2001 / Guide for the design and construction of concrete reinforced with FRP bars / American Concrete Institute
Ahmad, S. H. / 1994 / Punching shear tests of slabs reinforced with 3-dimensional carbon fiber fabric / Concrete Int 16(6):36~41
Albegmprli, H. M. / 2015 / Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear FE analysis / Comput. Concrete 15(2):259~277
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