Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(2011), Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, 520
2 
(2014), Code Requirements for Nuclear Safety- Related Concrete Structures (ACI 349-13) and Commentary, 200
3 
(2012), Inelastic Behavior and Ductility Capacity of Circular Hollow Reinforced Concrete Bridge Piers under Earthquake, Magazine of Concrete Research, 64(10), 919-930.
4 
(2015), Nonlinear Finite Element Analysis of the Reinforced Concrete Panel using High-Strength Reinforcing Bar, Journal of the Korea Concrete Institute, 27(5), 481-488.
5 
(2016), Analytical Study on Behavior Characteristic of Shear Friction on Reinforced Concrete Shear Wall-Foundation Interface using High-Strength Reinforcing Bar, Journal of the Korea Concrete Institute, 28(4), 473-480.
6 
(2003), Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I; Theory and Formulation, Journal of Structural Engineering, ASCE, 129(9), 1199-1207.
7 
(2005), Seismic Damage Assesment of Reinforced Concrete Bridge Columns, Engineering Structures, 27(4), 576-592.
8 
(2012), Nonlinear Modeling of RC Shear Walls Using Fiber and Shear Spring Elements, Journal of the Korea Concrete Institute, 24(5), 559-566.
9 
(2014), Generalized Lateral Load-Displacement Relationship of Reinforced Concrete Shear Walls, Journal of the Korea Concrete Institute, 26(2), 159-169.
10 
(2015), Strut-and-Tie Model for Shear Strength of Reinforced Concrete Squat Shear Walls, Journal of the Korea Concrete Institute, 27(6), 615-623.
11 
(2015), Cyclic Loading Test for Shear Strength of Low-rise Reinforced Concrete Walls With Grade 550 MPa Bars, ACI Structural Journal, 112(3), 299-310.
12 
(2011), Inelastic Performance of High-Strength Concrete Bridge Columns under Earthquake Loads, Journal of Advanced Concrete Technology, 9(2), 205-220.