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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 
(1985), Stress-strain Relationship for Plain Concrete in Compression, ACI Journal, American Concrete Institute, 82(6), 797-804.
2 
(2014), Analytical Study for Performance Improvement of Studs for Steel Plate Concrete(SC) Walls subjected to Bending Moment, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, (in Korean), 18(2), 74-81.Google Search
3 
(1967), Microcracking and Stress-strain Curves for Concrete in Tension, Materials and Structures, 1(1), 61-64.
4 
(1996), Experimental Study on Stud Shear Connectors subjected to Cyclic Loading, Journal of Constructional Steel Research, 38(1), 1-21.
5 
(2011), Shear Strength of Composite Steel-Concrete Walls with Vertical Ribs, fib Symposium in Prague: Concrete Engineering for Excellence and Efficiency, Session 5-4: Composites and Hybrids, Federation International du Beton, Chezch, 1-11.
6 
(2005), Identification of Parameters of Concrete Damage Plasticity Constitutive Model, Foundation of Civil and Environmental Engineering, Poznan University of Technology, 1(6), 53-69.
7 
(1996), Experimental Study on A Concrete Filled Steel Structure Part. 2 Compressive Tests (1), Summary of Technical Papers of Annual Meeting. Architectural Institute of Japan, Structures, 1071-1072.
8 
(2012), The Korean Concrete Structure Design Code, Korea Concrete Institute, (in Korean)Google Search
9 
(2010), Nuclear Safety Related Structures : Steel-Plate Concrete Structure: KEPIC-SNG, Korea Electric Association
10 
(2003), Static Behavior of Large Stud Connectors, Journal of Korean Society of Steel Structure, KSSC, (in Korean), 15(6), 611-620.Google Search
11 
(2009), Finite Element Modeling of Push-Out Test for Large Stud Shear Connectors, Journal of Constructional Steel Research, 65(10), 1909-1920.
12 
(1986), The Shear Stiffness of Stud Shear Connections in Composite Beams, Journal of Construction Steel Research, 6(4), 273-284.
13 
(1971), Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete, AISC Engineering Journal, 8(2), 55-64.
14 
(2004), Study on Steel Plate Reinforced Concrete Panels Subjected to Cyclic In-Plane Shear, Nuclear Engineering and Design, 228(1), 225-244.
15 
(2011), Three Dimensional FE Model of Stud Connected Steel-Concrete Composite Girders Subjected to Monotonic Loading, International Journal of Mechanics and Applications, 1(1), 1-11.
16 
(2012), Analysis Recommendations for Steel-Composite (SC) Walls of Safety Related Nuclear Facilities, Structures Congress of ASCE, 1871-1880.
17 
(2014), Effect of Shear Connectors on Local Buckling and Composite Action in Steel Concrete Composite Wall, Nuclear Engineering and Design (in press)