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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
(2015), Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars
2 
(2002), Structural performances of concrete beams with hybrid (fiber-reinforced polymer-steel) reinforcements., J. Compos. Constr., 6(2), 133-140.
3 
(2009), An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models., Compos. Struct., 91, 286-295.
4 
(2002), Design and Construction of Building Components with Fibre Reinforced Polymers
5 
(2002), Model code for concrete structures, Comite Euro-International du Beton., Bulletin, 213-214.
6 
JSCE (1997), Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials
7 
(2016), Finite Element Analysis of Beams with FRP Bars and Steel Bars, Conference Proceeding of, 83-84.
8 
(2003), Flexural behaviour of concrete beams internally reinforced with GFRP rods and steel rebars., Struct. Surv., 21(4), 146-157.
9 
(2013), Flexural behavior and design of steel ?"GFRP reinforced concrete beams., ACI Mater. J., 110(6), 677-685.
10 
(2011), On the History and Reliability of the Flexural Strength of FRP Reinforced Concrete Members in ACI 440.1R, 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures, 1-18.
11 
(2011), Bond performance of near-surface mounted FRP bars., J. Compos. Constr., 15(1), 103-111.
12 
(2011), Flexural Strength and Deflection Evaluation for FRP Bar Reinforced HSC Beams with Different Types of Reinforcing Bar and Fiber., Journal of the Korea Concrete Institute, 23(4), 413-420.
13 
(2011), Flexural strength and deflection characteristics of high-strength concrete beams with hybrid FRP and steel bar reinforcement., AmericanConcrete Institute, SP275, 57-77.
14 
(2003), Effective moment of inertia for glass fiberreinforced polymer-reinforced concrete beams., ACI Struct. J., 100(6), 732-739.