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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. 2015-12 (Vol.27 No.6)
  4. 10.4334/JKCI.2015.27.6.591
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1 
1.Paulay, T., and Binney, J. R., “Diagonally Reinforced Coupling Beams of Shear Walls”, Special publication ACI, Vol.42, Detroit, pp.579-589.Google Search
2 
2.Harries, K. A., Mitchell, D., Redwood, R. G., and Cook, W. D., “Seismic Design of Coupling Beams – A Case for Mixed Construction”, Canadian Journal of Civil engineering, Vol.24, No.3, 1997, pp.448-459.DOI
3 
3.Lam, W. Y., Su, R. K. L., and Pam, H. J., “Experimental Study on Embedded Steel Plate Composite Coupling Beams”, Journal of Structural Engineering, Vol.131, No.8, August 2005, pp.1294-1302.DOI
4 
4.Marcakis, A. H., and Gaffar, G. H., “Precast Concrete Connections with Embedded Steel Member”, PCI Journal, Vol.25, No.4, July-August 1980, pp.88-116.DOI
5 
5.Mattock, A. H., and Gaffar, G. H., “Strength of Embedded Steel Sections as Brackets”, ACI Jounal, Vol.79, No.9, March-April 1982, pp.83-93.Google Search
6 
6.Kent, D. C., and Park, R., “Flexural Members with Confined Concrete”, Journal of Structural Division, ASCE, Vol.97, ST 7, July 1971, pp.1969-1990.Google Search
7 
7.Yoon, H. D., Park, W. S., Han, B. C., Hwang, S. K., Lee, J. Y., and Yi, W. H., “Shear Strength of Steel Coupling Beams Connections Embedded in Reinforced Concrete Shear Wall”, Journal of the Architectural Institute of Korea, Vol.20, No.5, 2004, pp.43-50.Google Search
8 
8.Song, H. B., and Yi, W. H., “Embedded Length of Steel Coupling Beam in Coupled Shear Wall System”, Journal of the Architectural Institute of Korea, Vol.21, No.11, 2005, pp.43-50.Google Search
9 
9.Harries, K. A., Seismic Design and Retrofit of Coupled Walls using Structural Steel, Department of Civil and Applied Mechanics, McGill University, Montreal, Canada, 1995.Google Search
10 
10.Englekirk, R. E., Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley and Sons, 2003, pp.296-345.Google Search
11 
11.Bruneau, M., Uang, C. M., and Whittaker, A., Ductile Design of Steel Structures, McGraw-Hill, New York, NY, USA, 1998, p.485.Google Search
12 
12.Manheim, D. N., and Popov, E. P., “Plastic Shear Hinges in Steel Frames”, Journal of Structural Engineering, Vol.109, No.10, October 1983, pp.2404-2419.DOI
13 
13.Engelhardt, M. D., and Popov, E. P., “Experimental Per-formance of Long Links in Eccentrically Braced Frame”, Journal of Structural Engineering, Vol.118, No.11, November 1992, pp.3067-3088.DOI
14 
14.American Institute of Steel Construction, Inc., Seismic Provisions for Structural Steel Buildings, Chicago, IL, April 1997 and Supplement No. 2, September 2000.Google Search
15 
15.AISC, Manual of Steel Construction – Load and Resistance Factor Design – Third Edition, AISC, Inc., Chicago, IL, 2002.Google Search
16 
16.ACI 318-08, Building Code Requirements for Structural Concrete and Commentary, ACI Committee 318, American Concrete Institute, 2008, pp.203-367.Google Search
17 
17.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2008, p.406.Google Search
18 
18.PCI Design Handbook, First Edition, Chicago, Illinois.Google Search
19 
19.Gong, B., and Shahrooz, B. M., “Steel-Concrete Composite Coupling Beams – Behavior and Design”, Engineering Structures, Vol.23, 2001, pp.1480-1490.DOI
20 
20.Astaneh-Asl, A., McMullin, K. M., and Call, S. M., “Behavior and Design of Steel Single Plate Shear Connections”, Journal of Structural Engineering, Vol.119, No.9, August 1993, pp.2421-2440.DOI