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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2016-04 (Vol.28 No.2)
  4. 10.4334/JKCI.2016.28.2.187
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1.Architectural Institute of Korea, Korean Building Code, Architectural Institute of Korea, 2009.Google Search
2 
2.Architectural Institute of Korea, Seismic Evaluation of Semi-special Structural Wall System, Land & Housing Corporation, 2011.Google Search
3 
3.Chun, Y.-S., and Kim, S.-Y., A Study of Structural Detail Improvement of Coupling Beam Connected to Special Shear Wall, Land & Housing Institute, 2012.Google Search
4 
4.Architectural Institute of Korea, Experimental Study for Structural Detail Improvement of Special Structural Wall, Land & Housing Corporation, 2013.Google Search
5 
5.Korea Concrete Institute, Experimental Study for Application of Structural Detail of Coupling Beam Connected to Special Shear Wall, Land & Housing Institute, 2014.Google Search
6 
6.Chun, Y.-S., Song, J.-K., Lee, K.-H., Lee, H.-W., and Park, Y.-E., “Seismic Performance of Special Shear Wall Structural System with Effectively Reduced Reinforcement Detail”, Journal of the Korea Concrete Institute, Vol.25, No.3, 2013, pp.271-281.DOI
7 
7.FEMA, “Quantification of Building Seismic Performance Factors”, FEMA P695, Federal Emergency Management Agency, Washington D.C, 2009.Google Search
8 
8.Computers and Structures, Inc., “PERFORM Components and Elements for PERFORM 3D and PERFORM-Collapse ver 4”, CSI, Berkerly, CA., 2006.Google Search
9 
9.ACI Committee 318, A.C. Building Code Requirements for Structural Concrete (ACI 318-11), American Concrete Institute, Farmington Hills, MI.Google Search
10 
10.Pan, A. A., and Moehle, J. P., “Reinforced Concrete Flat Plates under Lateral Loading : An Experimental Study including Biaxial Effects”, No.UCB/EERC-88/16, University of California, Berkeley, Oct. 1988.Google Search
11 
11.Scott, B. D., Park, R., and Priestley, M. J. N., “Stress-strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Ratio Rates”, Doctoral Thesis, Lulea University of Technology, Lulea, Sweden, 1989, p.285.Google Search
12 
12.ASCE, “Seismic Rehabilitation of Existing Buildings”, ASCE Standard ASCE/SEI 41-06, American Society of Civil Engineers, Reston, Virginia, 2006.Google Search
13 
13.Vamvatisikos, D., and Cornell, C. A., “Incremental dynamic analysis”, Earthquake Engineering and Structural Dynamics, Vol.31, 2000, pp.491-514.DOI