Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
ACI 211.1-91 (2009), Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, ACI Committee Report
2 
ACI 304.3R-96 (1996), Heavy weight Concrete: Measuring, Mixing, Transporting, and Placing, ACI Committee Report
3 
(1993), Calculation of chloride diffusion coefficients in concrete from ionic migration measurement., Cement Concr. Res., 23, 724-742.
4 
(1997), Corrosion of Steel in Concrete: Understanding., 1-15.
5 
(2012), Evaluation of Structural Behavior of SC Walls in Nuclear Power Plant with Openings, Journal of Korean Society if., Civ. Eng., 32(5A), 277-287.
6 
(2008), Bond Strength Prediction for Reinforced Concrete Members with Highly Corroded Reinforcing Bars., Cement Concr. Compos., 30(7), 603-611.
7 
(2004), Structural Performance of Reinforced Concrete Columns due to Corroded Main and Hoop Bars., Journal of the Architectural Institute of Korea, 3(10), 3-10.
8 
(2000), Influence of cracking on the diffusion properties of cement-based materials Part I: Influence of continuous cracks on the steady-state regime., Cement Concr. Res., 30(1), 37-43.
9 
(2009), Modeling of chloride diffusivity coupled with non-linear binding capacity in sound and cracked concrete., Cement Concr. Res., 39, 913-923.
10 
JSCE (2002), Concrete Library 109: Proposal of the Format for Durability Database of Concrete, Japan Society of Civil Engineering.
11 
JSCE (2007), Standard Specification for Concrete Structures ?"Design; JSCE Guidelines for Concrete 15, Japan Society of Civil Engineering.
12 
(2016), Service Life Evaluation through Probabilistic Method Considering Time-Dependent Chloride Behavior., Journal of the Korea Concrete Institute, 28(2), 149-156.
13 
(2009), Service life prediction of concrete wharves with early-aged crack: Probabilistic approach for chloride diffusion., Struct. Saf., 31, 75-83.
14 
(2016), Effects of Magnetite Aggregate and Steel Powder on Thermal Conductivity and Porosity in Concrete for Nuclear Power Plant., Adv. Mater. Sci. Eng., 2016, 1-8.
15 
(2016), Heat Transfer and Stress Analysis of Reactor Containment Building for Various Concrete Mix Proportions in Severe Weather Conditions., The 2016 World Congress: Structure Congress
16 
(2000), An Experiment Study on the Properties of Resistance to Diffusion of Chloride Ions of Fly Ash and Blast Furnace Slag Concrete., Cement Concr. Res., 30(6), 989-992.
17 
(2003), Multi-Scale Modeling of Structural Concrete., 291-352.
18 
(2012), Analysis technique for chloride penetration in cracked concrete using equivalent diffusion and permeation., Constr. Build. Mater., a, 29, 183-192.Google Search
19 
(2012), Modeling of water permeability in early aged concrete with cracks based on micro pore structure., Constr. Build. Mater., b, 27(1), 597-604.Google Search
20 
(2001), Early-age cracking resistance evaluation of concrete structure., Concrete Science and Engineering, 3, 62-72.
21 
(2005), A Study on Analytical Technique of Chloride Diffusion Considering Characteristics of Mixture Design for High Performance Concrete Using Mineral Admixture., Journal of the Korean Society of Civil Engineers, 25(1A), 213-223.
22 
(2006), Service Life Prediction of Concrete Structures under Marine Environment Considering Coupled Deterioration., Journal of Restoration of Buildings and Monuments, 12(4), 265-284.
23 
(1999), Modeling Chloride Diffusion in Concrete: Effect of Fly Ash and Slag., Cement Concr. Res., 29(4), 487-495.
24 
(2002), Computer Program for Predicting the Service Life and Life-Cycle Costs of Reinforced Concrete Exposed to Chlorides
25 
(1989), Fundamental of Momentum, Heat, and Mass Transfer.
26 
(2004), Penetration profile of chloride ion in cracked reinforced concrete., Cement Concr. Res., 34(7), 1073-1079.
27 
(2012), ix Proportions and Physical Properties of Heavy Weight Concrete for Nuclear Power Plant., The Korea Institute of Building Construction, 12(3), 9-14.
28 
(2017), Modeling of chloride diffusion in concrete considering wedge-shaped single crack and steady-state condition., Comput. Concr., a, 19(2), 211-216.Google Search
29 
(2017), Simple Technique for Tracking Chloride Penetration in Concrete Based on the Crack and Width under Steady-State Conditions., Sustainability, b, 9(2), 1-14.Google Search
30 
(1998), Prediction of the service life of RC with crack exposed to chloride attack, Japan Symposium of Rehabilitation of Concrete Structure, 1-6.