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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(1984), Static and Dynamic Modeling and Analysis of Tube Frames., J. Struct. Eng., 110(12), 2955-2975.
2 
(1975), Simplified Analysis of Frame- Tube Structures., Journal of the Structural Divison, ASCE, 101, 2223-2240.
3 
(2002), A Study on Structural Efficiency of Hybrid Tube System considering Shear Lag and Lateral Drift Control., Journal of the Architectural Institute of Korea Structure & Construction, 18(3), 47-54.
4 
(1993), Efficient Seismic Analysis of Framed-Tube Structures., Architectural Institute of Korea, 9(2), 175-183.
5 
(1997), Optimal Design of Tall Tubular Buldings Based on the Minimization of Shear Lag., Journal of the architectural institute of Korea, 13(9), 269-276.
6 
(2001), A Study on Selection of Efficient Hybrid Tube System Considering Control of Shear Lag Phenomenon., Architectural Institute of Korea, 21(2), 79-82.
7 
(2006), Probabilistic Seismic Evaluation of Reinforced Concrete Suructural Components and Systems, PEER Technical Report.
8 
(1995), Behavior Analysis of Tubular Systems with Different Floor- Plans., Architectural Institute of Korea, 15(2), 511-515.
9 
(1995), Shear lag Phenomenon of tube structure., Koean Society of Steel Struction, 7(4), 25-29.
10 
(1999), Structural Analysis of High-Rise Buildings., Journal of the Computational Structural Engineering Institute of Korea, 12(3), 12-19.
11 
Structural Design of Tall Steel Buildings (1979), Council on Tall Building & Urban Habitat., Vol. SB
12 
Structural Systems for Tall Buildings (1997)
13 
(2017), Sensitivity Analysis on the Axis Rotation Diagrid Structure System with the Brace Angle Change., Journal of the Regional Association of Architectural Institute of Korea, 19(1), 257-263.
14 
(1995), Design of Effective Tubular Structure Systems with Minimized Shear Lag Factor Distributions., Architectural Institute of Korea, 12(5), 181-186.