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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 
(2015), Structural Performance of Steel Fiber Reinforced Concrete Continuous Slab without Reinforcement, Journal of The Architectural Institute of Korea Structure & Construction, 31(8), 11-18.
2 
(2004), The Experimental Study of Cracking Behavior in the Negative Moment Region of Continuous Composite Slabs Reinforced with Structural Steel Deck Plate, Journal of The Korean Institute of Building Construction, 24(2), 107-110.
3 
(2012), A Prediction Model of Shrinkage Cracking of Steel Fiber Reinforced Concrete, Journal of The Architectural Institute of Korea Structure & Construction, 28(6), 59-66.
4 
(2014), Structural Performance of Steel Fiber Reinforced Concrete Slab with the Steel Deck-Plate, Journal of The Architectural Institute of Korea Structure & Construction, 30(7), 13-20.
5 
(2015), Flexural Performance and Cracking Resistance of Continuous Composite Slab using Micro Steel Fibers, Journal of The Korea Concrete Institute, 27(4), 387-397.
6 
(2014), Characteristics of Restrained Drying Shrinkage Cracking of Amorphous Steel Fiber-Reinforced Concrete, 30(7), 63-70.
7 
(2003), An Experimental Study on the Flexural Behavior of Structural Deck Plate Continuous Slabs, Proceeding of Korea Institute Concrete, 15(2), 202-205.
8 
(2012), The Korean Concrete Structural Design Code
9 
(2004), The Experimental Study of Flexural Behavior of Continuous Composite Slab Reinforced with Structural Steel Deck Plate, Journal of The Architectural Institute of Korea Structure & Construction, 24(2), 111-114.
10 
(2008), Effect of Volume Fraction and Length of Fiber on the Mechanical Properties of Fiber Reinforced Concrete, Journal of The Korean Institute of Building Construction The Korea Institute of Building Construction, 8(1), 43-48.
11 
(2005), Cracking Behavior in the Negative Moment Region of Continuous Composite Slabs Reinforced with Structural Steel Decking, Journal of The Architectural Institute of Korea Structure & Construction, 21(1), 21-30.