References
- ABAQUS User's Manual (2008). Version 6.8, Hibbitt, Karlsson & Sorensen, Inc.
- ACI Committee 318 (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute, Michigan, pp. 160-168.
- Ali, A. and Wight, J. K. (1990). Reinforced concrete structural walls with staggered opening configurations under reversed cyclic loading, Report No. UMCE 90-05, Dept. of Civil Eng'g., Univ. of Michigan, Ann Arbor, Michigan, pp. 13-65.
- Architectural Institute of Japan (2005). Recommendations for design and construction of reinforced concrete structures, AIJ.
- Bae, B. I., Choi, Y. C., Ckoi, C. S. and Choi, H. K. (2010). "Shear strength reduction ratio of reinforced concrete shear walls with openings." Journal of the Korea Concrete Institute, Vol. 22, No. 4, pp. 451-460 (in Korean). https://doi.org/10.4334/JKCI.2010.22.4.451
- CEB-FIP Model Code (1999). Structural concrete, pp. 141-184.
- Choi, Y. C., Choi, H. K. and Choi, C. S. (2008). "Influence of openings on the structural behavior of shear walls with slabs." Journal of the Korea Concrete Institute, Vol. 20, No. 1, pp. 3-11 (in Korean). https://doi.org/10.4334/JKCI.2008.20.1.003
- Chung, C. H. and Lee, H. J. (2012). "Evaluation of structural behavior of sc walls in nuclear power plant with openings." Journal of the Korean Society of Civil Engineers, Vol. 32, No. 5A, pp. 277-287 (in Korean). https://doi.org/10.12652/Ksce.2012.32.5A.277
- Ishida. (1999). "Experimental study on a concrete filled steel structure." Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Vol. 25, pp. 1231-1232.
- Korea Hydro & Nuclear Power Co., Ltd. (2010). Topical report on steel-plate concrete structures: Experimental study on regulatory issues, Final Report.
- Korean Electric Association (2010). Structures in nuclear facilities: Steel plate concrete structures, Korea Electric Power Industry Code, KEPIC-SNG-10 (in Korean).
- Taylor, C. P., Cote, P. A. and Wallace, J. W. (1998). "Design of slender reinforced concrete walls with openings." ACI Structural Journal, Vol. 95, No. 4, pp. 420-433.
- Tokuhiro, O. (1987). "Experimental research on elastic-plastic characteristic of aseismatic wall with eccentrically-located opening." JCI Annual Journal 9-2, pp. 385-390.
- Yanez, F. V., Park, R. and Paulay, T. (1991). "Seismic behavior of reinforced concrete structural walls with regular and irregular openings." Pacific Conference on Earthquake Engineering, New Zealand, pp. 67-78.
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