Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
ABAQUS User's Manual (2008). Version 6.8, Hibbitt, Karlsson & Sorensen, Inc.ABAQUS User's Manual (2008). Version 6.8, Hibbitt, Karlsson & Sorensen, Inc.Google Search
2 
ACI Committee 318 (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute, Michigan, pp. 160-168.ACI Committee 318 (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute, Michigan, pp. 160-168.Google Search
3 
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.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.Google Search
4 
Architectural Institute of Japan (2005). Recommendations for design and construction of reinforced concrete structures, AIJ.Architectural Institute of Japan (2005). Recommendations for design and construction of reinforced concrete structures, AIJ.Google Search
5 
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).10.4334/JKCI.2010.22.4.451Bae, 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).DOI
6 
CEB-FIP Model Code (1999). Structural concrete, pp. 141-184.CEB-FIP Model Code (1999). Structural concrete, pp. 141-184.Google Search
7 
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).10.4334/JKCI.2008.20.1.003Choi, 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).DOI
8 
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).10.12652/Ksce.2012.32.5A.277Chung, 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).DOI
9 
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.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.Google Search
10 
Korea Hydro & Nuclear Power Co., Ltd. (2010). Topical report on steel-plate concrete structures: Experimental study on regulatory issues, Final Report.Korea Hydro & Nuclear Power Co., Ltd. (2010). Topical report on steel-plate concrete structures: Experimental study on regulatory issues, Final Report.Google Search
11 
Korean Electric Association (2010). Structures in nuclear facilities: Steel plate concrete structures, Korea Electric Power Industry Code, KEPIC-SNG-10 (in Korean).Korean Electric Association (2010). Structures in nuclear facilities: Steel plate concrete structures, Korea Electric Power Industry Code, KEPIC-SNG-10 (in Korean).Google Search
12 
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.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.Google Search
13 
Tokuhiro, O. (1987). “Experimental research on elastic-plastic characteristic of aseismatic wall with eccentrically-located opening.” JCI Annual Journal 9-2, pp. 385-390.Tokuhiro, O. (1987). “Experimental research on elastic-plastic characteristic of aseismatic wall with eccentrically-located opening.” JCI Annual Journal 9-2, pp. 385-390.Google Search
14 
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.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.Google Search