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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

REFERENCES

1 
(2006), Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-06), 1-44.
2 
(2010), Behavior of full-scale glass fiber-reinforced polymer reinforced concrete columns under axial load, ACI Structural journal, 107(5), 589-596.
3 
(2002), Design and Construction of Building Components with Fibre-Reinforced Polymers (CSA S806-02), 1-177.
4 
(2007), CNR-DT 203 Guide for the Design and construction of concrete structures reinforced with fiber-reinforced polymer bars, Guide for the Design and construction of concrete structures reinforced with fiber-reinforced polymer bars, (in Italian)Google Search
5 
(2005), The Egyptian Code for the use of fiber reinforced polymer bars (FRP) in the construction field, (In Arabic)Google Search
6 
(1999), Interim Guidance on the Design of Reinforced Concrete Structures Using Fibre Composite Reinforcement, 1-116.
7 
(2007), Reinforcing Concrete Structures with Fibre Reinforced Polymers (ISIS-MO3-01), 1-81.
8 
(1997), Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, (in Japanese)Google Search
9 
(2009), Concrete shear strength of lightweight concrete beam reinforced with FRP bar, Journal of Korea Concrete Institute, 21(2), 235-241.
10 
(2007), Concrete shear strength of concrete beam reinforced with GFRP bar according to variation of the shear span to depth and flexural reinforcement ratio, Proc of Korea Concrete Institute, 113-116.
11 
(2005), Korea Institute Construction Technology Design and Construction Technology for Concrete Structures Using Advanced Composite Materials, Report, 1-617.
12 
(2008), Scaling of strength of FRP reinforced concrete beams without shear reinforcement, 1-6.
13 
(1993), Flexural behavior and design of rc members using FRP reinforcement, ASCE Journal of str. Engr, 119(11), 3344-3359.
14 
(2005), Concrete shear strength of FRP bar reinforced concrete beam according to variation of flexural reinforcement ratio, (in Korean), 1211-1214.Google Search
15 
(2008), Experimental Study for Shear Strength of Fiber-Reinforced-Polymer Reinforced Concrete Beams, Proc. of Korea Concrete Institute, (in Korean), 57-60.Google Search
16 
(1996), FRP: The European perpective Fiber Composites in Infrastructure, 12-20.
17 
(2012), Enhancements in Performance and Manufacturing Efficiencies of GFRP Rebar, Journal of Korea Institute for Structural Maintenance and Inspection KSMI, 16(1), 110-119.