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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(2014), ACI Committee 318-14.
2 
(2005), Flexural Strengthening Design of RC Beams Strengthened with FRP., Journal of Architectural Institute of Korea, 21(5), 51-58.
3 
(2015), Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete
4 
(2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings
5 
(2003), Method of Tensile Test for Metallic Materials
6 
(2010), Method of Test for Compressive Strength of Concrete
7 
(2007), Testing Method for Compressive Strength of Hydraulic Cement Mortar
8 
(2017), Evaluation on Flexural Behavior of Shear Walls Seismically Strengthened with Jacket Section Method using Prestressed Wire Ropes., Journal of the Korea Concrete Institute, 29(5), 483-491.
9 
(2012), Nonlinear Modeling of RC Shear Walls Using Fiber and Shear Spring Elements., Journal of the Korea Concrete Institute, 24(5), 559-566.
10 
(2014), Failure Analysis of RC Shear Walls with Staggered Openings under Seismic Loads., Eng. Fail. Anal., 41, 48-64.
11 
(2014), Flexure and Shear Design Approach of Heavy-Weight Concrete Shear Walls, Doctoral Thesis
12 
(1999), Confinement Model for High- Strength Concrete., J. Struct. Eng., 125(3), 281-289.
13 
(2012), Results from Cyclic Tests on High Aspect Ratio RC Columns Strengthened with FRP Systems., Constr. Build. Mater., 37, 606-620.
14 
(1997), A Performance-Based Approach for the Design of Confining Steel in Tied Columns., ACI Struct. J., 94(4), 421-431.
15 
(1999), Improvement and Evaluation for Seismic Resistant Capacity of Reinforced Concrete Shear Wall with Connection Types and Diagonal Reinforcement., Journal of The Korea Institute for Structural Maintenance and Inspection, 3(3), 139-147.
16 
(2013), Strengthening of RC Walls Using Externally Bonding of Steel Strips., Eng. Struct., 49, 686-695.
17 
(2014), Stress-Strain Model for Various Unconfined Concretes In Compression., ACI Struct. J., 111(4), 819-826.