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References

1 
ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary, Farmington Hills, MI; American Concrete Institute (ACI), pp. 322-323Google Search
2 
ACI Committee 349 , 2013, Code Requirements for Nuclear Safety- Related Concrete Structures (ACI 349-13) and Commentary, Farmington Hills, MI; American Concrete Institute (ACI). 196.Google Search
3 
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). 15.Google Search
4 
Baek J. W., 2017, Shear Strength and Shear-Friction Strength of RC Walls with Grade 550 MPa Reinforcing Bars, Ph.D. Thesis. Seoul National University.Google Search
5 
Barda F., Hanson J. M., Corley W. G., 1977, Shear Strength of Low-Rise Walls with Boundary Elements, Reinforced Concrete Structures in Seismic Zones, SP-53, Farmington Hills, MI; American Concrete Institute (ACI), pp. 149-202Google Search
6 
Eom T. S., Park H. G., Kim J. Y., 2010, Evaluation of Deformation Capacity of Slender Reinforced Concrete Walls with Thin Web, Journal of the Korea Concrete Institute, Vol. 22, No. 1, pp. 59-68DOI
7 
Grant F., Hardy G., Short S., 2018, Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments (3002012994), EPRI, CAGoogle Search
8 
Gulec C. K., Whittaker A. S., 2009, Performance-Based Assessment and Design of Squat Reinforced Concrete Walls, Technical Report MCEER-09-0010, University at Buffalo, pp. 139-182URL
9 
Gulec C. K., Whittaker A. S., 2011, Empirical Equations for Peak Shear Strength of Low Aspect Ratio Reinforced Concrete Walls, ACI Structural Journal, Vol. 108, No. 1, pp. 80-89URL
10 
Kang S. P., Choi K. K., Park H. G., 2009, Strain-Based Shear Strength Model for Prestressed Beams, Journal of the Korea Concrete Institute, Vol. 21, No. 1, pp. 75-84DOI
11 
Kim J. H., 2022, Shear Strength Model for Squat Walls in NPP and Application in Seismic Fragility Analysis, Ph.D. Thesis. Seoul National University (in press)Google Search
12 
Kim J. H., Park H. G., 2020, Shear and Shear-Friction Strengths of Squat Walls with Flanges, ACI Structural Journal, Vol. 117, No. 6, pp. 269-280URL
13 
Kim J. H., Park H. G., 2022, Shear Strength of Flanged Squat Walls with 690 MPa Reinforcing Bars, ACI Structural Journal (in press)URL
14 
Thorenfeldt E., Tomaszewicz A., Jensen J. J., 1987, Mechanical Properties of High-Strength Concrete and Application in Design, Proceedings of Symposium Utilization of High- Strength Concrete. NorwayGoogle Search
15 
Vecchio F. J., Collins M. P., 1986, The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear, ACI Structural Journal, Vol. 83, No. 2, pp. 219-231URL
16 
Vecchio F. J., Collins M. P., 1993, Compression Response of Cracked Reinforced Concrete, Journal of Structural Engineering, ASCE, Vol. 119, No. 12, pp. 3Google Search