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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 
(2008), Evaluation of CFRP, GFRP and BFRP material systems for the strengthening of RC slabs., Journal of Reinforced Plastics and Composites, 27(12), 1233-1243.DOI
2 
(2008), Out-of-plane behavior of URM arching walls with modern blast retrofits: Experimental results and analytical model., Journal of Structural Engineering, 134(10), 1589-1597.DOI
3 
(2013), Improvement of Durability in Concrete Structures Using CRM., Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 17(6), 145-152.DOI
4 
(2013), An Experimental Study on Seismic Performance Evaluation of Retrofitted Column of FRP Seismic Reinforcement that can be Emergency Construction, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 17(6), 21-30.DOI
5 
(2010), Development and Applicability Evaluation of High Performance Poly-urea for RC Construction Reinforcement, Journal of the Korean Society of Civil Engineers, KSCE, 30(2), 169-176.
6 
(2002), Recommended Practice for Accelerated Artificial Exposure of Plastics Building Materials, Korea Standards Association
7 
(2010), Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing, Korea Standards Association
8 
(2010), Standard Test Method for Accelerated Carbonation of Concrete, Korea Standards Association
9 
(2007), Polyurea Resin Waterproofing Membrane Coating, Korea Standards AssociationM
10 
(2006), Physical Test Methods for Vulcanized Rubber, Korea Standards Association
11 
(2012), Reagents for chemical analysis - Part 2 : Specifications - First Series [Sulfuric acid], Korea Standards Association
12 
(1998), Polyureathanes in Biomedical Applications, 14-23.
13 
(2005), Bond-slip models for FRP sheets/plates bonded to concrete., Engineering Structures, 27(6), 920-937.DOI
14 
(2014), The status of Earthquake occurrence in Korea in 2013, Press Releas of Korea Meteorological Administration, KMA
15 
(2011), Performance Evaluation of RCSlab Strengthened by Stiff Type PolyUrea., Journal of the Korean Society of Civil Engineers, 31(6), 457-464.