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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 
(2013), Application of constitutive models in European codes to RC– FRC, Constr. Build. Mater, 40, 246-259.
2 
(2007), Evaluation of minimum reinforcement ratio in FRC members and application to tunnel linings, Mater. Struct, 40(6), 593-604.
3 
(2009), Combining fiber-reinforced concrete with traditional reinforcement in tunnel linings, Eng. Struct, 31(7), 1600-1606.
4 
(2016), Cracking localization and reduced ductility in fiber-reinforced concrete beams with low reinforcement ratios, Eng. Struct, 111, 411-424.
5 
(2006), Flexural behavior of HSFRC with low reinforcement ratios, Eng. Struct, 28(11), 1503-1512.
6 
(2015), Fiber-reinforced lightweight concrete slabs for the maintenance of the Soleri Viaduct, Eng. Struct, 99, 184-191.
7 
(2010), Model Code 2010-Final Draft, Fédération Internationale du Béton, 1, 225
8 
(2007), Designer’s Guide to EN 1992-2 Eurocode2:Design of concrete structures. Part 2: Concrete bridges, Thomas Telford, Eurocodes Expert, 276-277.
9 
Korea Concrete Institute (2012), Concrete Design Code and Commentary, 116-119.
10 
(2002), Flexural Behavior of RC Beams Using High-Strength Reinforcement for Ductility Assessment, Journal of KOSHAM, 2(1), 119-126.
11 
(2005), Reinforced hing-strength concrete beams in flexure, ACI Struct. J, 102(3), 462-471.
12 
(2010), Flexural capacity of singly reinforced beam with 150MPa ultra high-strength concrete, Indian J. Eng. Mater. Sci, 17, 414-426.