JKCI
Journal of
the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2015-06
(Vol.27 No.3)
10.4334/JKCI.2015.27.3.291
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REF
1
1.ACI Committee 318. Building Code Requirements for Structural Concrete and Commentary (ACI 318-11). American Concrete Institute.
2
2.Paulay, T. and Binney, J. R., Diagonally reinforced concrete beams of shear walls. ACI special publication. 1974, 42: 579-598.
3
3.Barney, G. B., Shiu, K. N., Rabbat, B. G., Fiorato, A. E., Russell, H. G., and Corley, W. G., Behavior of coupling beams under load reversals: portland Cement Association; c1980.
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6
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7
7.FEMA-356 “Prestandard and Commentary for the Seismic Rehabilitation of Building”, Federal Emergency Management Agency, Washington, D.C. 2000
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9.Kwon, H. W., Jeon, Y. R., Lee, K. H., Shin, M. S. and Han, S. W., “Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Rein-forcement”, Journal of the Korea Concrete Institute, 2013, 25(6):649-656.
10
10.Park, R., “Evaluation of ductility of structures and structural assemblages from laboratory testing”, Bulletin of New Zealand Society for Earthquake Engineering 1989, 22(3): 155-166.
11
11.Kang, D. H., Jang, S. J., and Yun, H. D., “Reinforcement Detail Effects on Deformability of RC Coupling Beam for Special Shear Wall”, Journal of the Korea Concrete Institute, 2014, 26(2):67-68
12
12.Priestley, M. J. N. and Park, R., “Strength and Ductility of Concrete Bridge Columns under Seismic Loading”, ACI Structural Journal, 1987, 84(1):61-76.
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13.Lee, H. H., “State of the Art of Coupling Beam in Coupled Wall System in Korea”, Architectural Institute of Korea, 2012, 8(1):333.