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References

1 
ASCE, 2005, Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities (ASCE/SEI 43-05), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
2 
ASCE, 1982, State-of-the-Art Report on Finite Element Analysis of Reinforced Concrete, Reston, VA; Task Committee on Finite Element Analysis of Reinforced Concrete Structures, American Society of Civil Engineers (ASCE)Google Search
3 
Belarbi A., Hsu T. T. C., 1994, Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete, ACI Structural Journal, Vol. 91, No. 4, pp. 465-474Google Search
4 
Comite Euro-International Du Beton, 1996, RC Elements under Cyclic Loading: State of the Art Report (CEB 1996), London, UK; Thoms Telford Services LtdGoogle Search
5 
Comite Euro-International Du Beton, 1996, RC Frames under Earthquake Loading: State of the Art Report (CEB 1996), London, UK; Thoms Telford Services LtdGoogle Search
6 
Chopra A. K., 1995, Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall, IncGoogle Search
7 
Cheon J. H., Seong D. J., Cho H. J., Cho J. Y., Shin H. M., 2015, Nonlinear Finite Element Analysis of the Reinforced Concrete Panel Using High-Strength Reinforcing Bar, Journal of the Korea Concrete Institute, Vol. 27, No. 5, pp. 481-488DOI
8 
Hsu L., 1974, Behavior of Multistory Reinforced Concrete Shear Walls during Earthquakes, Ph.D. Thesis. Univ. of Illinois at Urbana-Champaign, Urbana, IllinoisGoogle Search
9 
Kim D. Y., Kwak H. G., 2004, Cracking Behavior of RC Shear Walls Subject to Cyclic Loadings, Computers and Concrete, Vol. 1, No. 1, pp. 77-98DOI
10 
Kim T. H., Ra K. W., Lee J. H., Shin H. M., 2016, Nonlinear Seismic Analysis of Hollow Cast-in-place and Precast RC Bridge Columns with Triangular Reinforcement Details, Journal of the Korea Concrete Institute, Vol. 28, No. 6, pp. 713-722Google Search
11 
KCI, , Concrete Design Code and Commentary, Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)Google Search
12 
Kupfer H. B., Gerstle K. H., 1973, Behavior of Concrete under Biaxial Stresses, Journal of the Engineering Mechanics Division ASCE, Vol. 99, No. 4, pp. 852-866Google Search
13 
Maekawa K., Pimanmas A., Okamura H., 2003, Nonlinear Mechanics of Reinforced Concrete, Spon PressDOI
14 
Menegotto M., Pinto P. E., 1973, Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames Including Changes in Geometry and Nonelastic Behavior of Elements Under Combined Normal Force and Bending, In Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon, SpainGoogle Search
15 
Committee on the Safety of Nuclear Installations, 1996, Seismic Shear Wall ISP NUPEC’s Seismic Ultimate Dynamic Response Test: Comparison Report (OCDE/GD(96)188), Paris, France; Organization for Economic Co-operation and Development (OECD).NEA/CSNI/R(96)10Google Search
16 
Oesterle R. G., Fiorato A. E., Johal L. S., Carpenter J. E., Russel H. G., Corley W. G., 1975, Earthquake Resistant Structural Walls-Tests of Isolated Walls, Report to National Science Foundation, Construction Technology Lab., Portland Cement Association, Skokie, IllinoisGoogle Search
17 
Thorenfeldt E., Tomaszewicz A., Jensen J. J., 1987, Mechanical Properties of High-Strength Concrete and Application in Design, In Proceedings of Symposium on Utilization of High-Strength Concrete, Stavanger, Norway, pp. 149-159Google Search
18 
Vecchio F. J., Collins M. P., 1993, Compression Response of Cracked Reinforced Concrete, Journal of Structural Engineering ASCE, Vol. 119, No. 12, pp. 3590-3610Google Search
19 
NRC, 2007, Damping Values for Seismic Design of Nuclear Power Plants (Regulatory Guide 1.61. Rev. 1), Washington, DC; U.S. Nuclear Regulatory Commission (NRC)Google Search