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1 Paulay, T., "“Diagonally reinforced coupling beams of shear walls”, Paper no 26, ACI Publication SP-42, 2, 579-598"
2 Liu, Z.Q., "Ultimate Drift Ratio of Non-ductile Coupling Beams" 2002
3 Kwan, A.K.H., "Theoretical study on effect of confinement on flexural ductility of normal and high-strength concrete beams" 56 (56): 299-309, 2004
4 Hindi, R., "Simplified trilinear behavior of diagonally reinforced coupling beams" 199-206, 2007
5 Hindi, R.A., "Shear capacity of diagonally reinforced coupling beams" 27 : 1437-1446, 2004
6 Bracci, J.M., "Shaking Table Testing of a 1:3 Scale R/C Frame Model. EURODYN'96"
7 Durrani, A.J., "Seismic resistance of nonductile slab-column connections in existing flat-slab buildings" 92 (92): 479-487, 1995
8 Aycardi, L.E., "Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads, Experimental Performance of Subassemblages" 91 (91): 552-563, 1994
9 Liu, Z.Q., "Seismic Performance of Non-ductile Coupling Beams." 2002
10 Xu, Y.L., "Research of earthquake engineering in Hong Kong:current status and future challenge, Earthquake Engineering Frontiers in the New Millennium" Swet & Zeitlinger 77-99, 2001
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27 Paulay, T., "A Displacement-focused Seismic Design of Mixed Building System" 18 (18): 689-718, 2002