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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 
(2007), Influence of Edge Sharpness on the Strength of Square Concrete Columns Confined with FRP Composite Laminates, Composites Part B: Engineering, 38(5), 640-650.
2 
(2008), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, Reported by ACI Committee 440
3 
(2013), Circular and Square Concrete Columns Externally Confined by CFRP Composite: Experimental Investigation and Effective Strength Models, Fiber Reinforced Polymers-The Technology Applied for Concrete Repair, InTech, 167-201.
4 
(2005), Improvement of capacity in bending by the use of FRP layers on RC beams, Journal of Civil Engineering and Management, 11(3), 169-174.
5 
(2003), Strength and Strain Capacities of Concrete Compression Members Reinforced with FRP, Cement & Concrete Composites, 25(1), 31-41.
6 
(1994), Strengthening of Concrete Columns with Unidirectional Composite Sheets, 895-905.
7 
(2001), Confinement Model for Axially Loaded Concrete Confined by Circular Fiber-reinforced Polymer Tubes, ACI Structural Journal, 98(4), 451-461.
8 
(2006), Stress-Strain Model for Fiber-Reinforced Polymer Jacketed Concrete Columns, Structural Journal, 103(5), 672-682.
9 
(2003), Compressive Behaviour of Carbon Fibre Composite Jacketed Concrete with Circular and Non-circular Cross-sections, Journal of earthquake Engineering, 7(3), 381-406.
10 
(2006), Experimental Behaviour of Reinforced Concrete Column Models Strengthened by CFRP Materials, Journal of Civil Engineering and Management, 12(2), 109-115.
11 
(2006), Strengthening Effect and Failure Mode of Rectangular Concrete Column Confined with CFRP Sheet, Ph.M. Dissertation, Jeju National University, (In Korean)Google Search
12 
(2003), Design-oriented Stress-strain Model for FRP-confined Concrete in Rectangular Columns, Journal of Reinforced Plastics and Composites, 22(13), 1149-1186.
13 
(2004), Size Effects in Axially Loaded Squaresection Concrete Prisms Strengthened Using Carbon Fibre Reinforced Polymer Wrapping, Journal of Civil Engineering, 31(1), 1-13.
14 
(2000), Nonlinear Finite Element Modeling of Concrete Confined by Fiber Composites, Finite Element in Analysis and Design, 35(1), 79-96.
15 
(2005), FRP-Confinement of Hollow Concrete Cylinders and Prisms, 2, 1029-1046.
16 
(2015), Strengthening Effect of Axial Circular Concrete Members Wrapped by CFRP sheet, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(5), 10-21.
17 
(2006), Design Code for Strengthening Concrete Structure(GB50367-2006)
18 
(2001), The Experimental Research on the Confinement Effect of Concrete Specimens with Carbon Fiber Sheet, Ph.M. Dissertation, Korea University, (In Korean)Google Search
19 
(1996), Confinement de Colonnes Courtes en Béton de Section Carrée ou Rectangulaire avec des Matériaux Composites, (In French)Google Search
20 
(2000), Axial Testing of Rectangular Column Models Confined with Composites, Journal of Composites for Constructtion, ASCE, 4(3), 129-136.
21 
(2007), FRP-Confined Concrete Members: Axial Compression Experiments and Plasticity Modelling, Engineering Structures, 29(7), 1343-1353.
22 
(2008), Numerical Modeling of Concrete Cylinders Confined with CFRP Composites, Journal of Reinforced Plastics and Composites, 27(12), 1309-1321.
23 
(2002), Strength of Short Concrete Columns Confined with CFRP sheets, Materials and Structures, 35(1), 50-58.
24 
(1996), Compressive Strength of Concrete Cube Confined with Carbon Fiber Sheets, Journal of the Architectural Institute of Korea-Structure & Construction, 12(12), 197-203.
25 
(2008), Compressive Behaviour of CFRP-confined Rectangular Concrete Columns, Mag. Concr. Res, 60(10), 735-745.
26 
(2008), Effect of Corner Radius on the Performance of CFRP Confined Square Concrete Columns: Test, Engineering Sturctures, 30(2), 493-505.
27 
(2010), Effect of Cross-sectional Aspect Ratio on the Strength of CFRP-confined Rectangular Concrete Columns, Engineering Structures, 32(1), 32-45.
28 
(2004), Size and Shape Effect on FRP Confinements for Rectangular Concrete Columns, paper no.657Google Search