Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(2013), Inelasitc Shear Beahvior Analysis of Reinforced Concrete Members using Beam-Column Fiber Finite Element
2 
(2012), Inelastic Behavior and Ductility Capacity of Circular Hollow Reinforced Concrete Bridge Piers under Earthquake, Mag. Concr. Res, 64(10), 919-930.
3 
(2001), Evaluation of Ductility Capacity of Reinforced Concrete Bridge Columns Using Flexibility-Based Fiber Element Method
4 
(1999), Modeling of Cyclic Shear Behavior in RC Members, ACI Struct. J, 97(4), 630-641.
5 
(2003), Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I; Theory and Formulation, J. Struct. Eng, 129(9), 1199-1207.
6 
(2000), Nonlinear Seismic Analysis of 3D R.C Frame Structures based on Flexibility Method
7 
(2011), Nonlinear Analysis of Shear-Critical Reinforced Concrete Beams Using Fixed Angle Theory, ASCE, 137(10), 1017-1029.
8 
(2006), Analysis of Reinforced Concrete Elements including Shear Effects, ACI Struct. J, 103(5), 645-655.
9 
(1997), Evaluation of Nonlinear Frame Finite-Element Models, J. Struct. Eng, 123, 958-966.
10 
(2011), Inelastic Performance of High-Strength Concrete Bridge Columns under Earthquake Loads, J. Adv. Concr. Technol, 9(2), 205-220.
11 
(2000), Nonlinear Pushover Analysis of Reinforced Concrete Structures, Colorado Advanced Software Institute, FINAL REPORT
12 
(1996), Mixed Formulation of Nonlinear Beam Finite Element, Comput. Struc, 58, 71-83.
13 
(1991), A Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures, EERC Report 91/17