1 |
Paulay, T. (1971), "Coupling beams of reinforced concrete shear walls", J. Struct. Div., ASCE, 97(3), 843-861
|
2 |
Paulay, T. and Binney, J.R. (1974), "Diagonally reinforced coupling beams of shear walls", Paper no 26, ACI Publication SP-42, 2, 579-598
|
3 |
Paulay, T. (2002), "A Displacement-focused Seismic Design of Mixed Building System", Earthq. Spectra, 18(4), 689-718
DOI
ScienceOn
|
4 |
Subedi, N.K. (1991b), "RC-coupled shear wall structures. II: Ultimate strength calculation", J. Struct. Eng., ASCE, 117(3), 681-698
DOI
|
5 |
Xiao, Y., Tomli, M. and Sakino, K. (1986), "Experimental study on design method to prevent shear failure of reinforced concrete short circular columns by confining in steel tube", Trans. Japan Concrete Inst. 8, 535-542
|
6 |
Xu, Y.L., Ko, J.M., Chau, K.T., Lam, S.S. and Wong, Y.L. (2001), "Research of earthquake engineering in Hong Kong: current status and future challenge", Earthquake Engineering Frontiers in the New Millennium, Spencer & Hu (eds), Swet & Zeitlinger, 77-99
|
7 |
Lam, S.S.E., Wu, B., Wong, Y.L., Wang, Z.Y., Liu, Z.Q. and Li, C.S. (2003), "Drift capacity of rectangular reinforced concrete columns with low lateral confinement", J. Struct. Eng., ASCE, 129(6), 733-742
DOI
ScienceOn
|
8 |
Liu, Z.Q., Lam, S.S.E. and Wu, B. (2002a), Seismic Performance of Non-ductile Coupling Beams. Proc. of the Structural Engineering World Congress (SEWC 2002), Oct. 9-12, 2002, Yokohama, Japan
|
9 |
Liu, Z.Q., Lam, S.S.E., Wu, B. and Wong, Y.L. (2002b), Ultimate Drift Ratio of Non-ductile Coupling Beams. Proc. of Advances in Building Technology (ABT2002), Dec. 4-6, 2002, Hong Kong
|
10 |
Nakata, S., Sproul, T. and Penzien, J. (1978), Mathematical Modelling of Hysteres Loops for Reinforced Concrete Columns. Report No. UCB/EERC-78/11
|
11 |
NZS 3101:2006: Part 1. The Design of Concrete Structures, Standards New Zealand, Wellington
|
12 |
Pam, H.J., Su, R.K.L., Lam, W.Y., Li, J., Au, F.T.K., Kwan, A.K.H. and Lee, P.K.K. (2002), Designing Coupling Beams and Joints in Concrete Buildings for Improved Earthquake Resistance. Proc. of Recent Developments in Earthquake Engineering, HKIE Structural Division, 17 May 2002, 91-105
|
13 |
Park, R. and Paulay, T. (1975), Reinforced Concrete Structures, John Wiley & Sons
|
14 |
Barney, G.B., Shiu, K.N., Rabba, B.G., Fiorato, A.E., Russell, H.G. and Corle, W.G. (1980), Behavior of Coupling Beams under Load Reversals. Research and Development Bulletin RD068.01, PCA, Research and Development/Construction Technology Laboratories
|
15 |
Bracci, J.M. and Reinhorn, A.M. (1996), Shaking Table Testing of a 1:3 Scale R/C Frame Model. EURODYN'96
|
16 |
Code of Practice for Structural Use of Concrete - 1987, Buildings and Lands Department, Hong Kong
|
17 |
Durrani, A.J., Du, Y. and Luo, Y.H. (1995), "Seismic resistance of nonductile slab-column connections in existing flat-slab buildings", ACI Struct. J., 92(4), 479-487
|
18 |
Harries, K.A., Gong, B. and Shahrooz, B.M. (2000), "Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams", Earthq. Spectra, 16(4), 775-799
DOI
ScienceOn
|
19 |
ACI 318-02. Building Code Requirements for Structural Concrete. Reported by ACI Committee 318, ACI
|
20 |
Hindi, R.A. and Hassan, M.A. (2004), "Shear capacity of diagonally reinforced coupling beams", Eng. Struct., 27, 1437-1446
|
21 |
Subedi, N.K. (1991a), "RC-coupled shear wall structures. I: Analysis of coupling beams", J. Struct. Eng., ASCE, 117(3), 667-680
DOI
|
22 |
Zhao, Z.Z. and Kwan, A.K.H. (2003), "Nonlinear Behavior of Deep Reinforced Concrete Coupling beam", Struct. Eng. Mech., 15(2), 181-198
DOI
ScienceOn
|
23 |
Aycardi, L.E., Mander, J.B. and Reinhorn, A.M. (1994), "Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads, Experimental Performance of Subassemblages", ACI Struct. J., 91(5), 552-563
|
24 |
Harries, K.A. (2001), "Ductility and deformability of coupling beams in reinforced concrete coupled walls", Earthq. Spectra, 17(3), 457-478
DOI
ScienceOn
|
25 |
Hindi, R. and Hassan, M. (2007), "Simplified trilinear behavior of diagonally reinforced coupling beams", ACI Struct. J., 199-206
|
26 |
Kwan, A.K.H., Au, F.T.K. and Chau, S.L. (2004), "Theoretical study on effect of confinement on flexural ductility of normal and high-strength concrete beams", Mag. Concrete Res., 56(5), 299-309
DOI
|
27 |
Tassios, T.P., Moretti, M. and Bezas, A. (1996), "On the behavior and ductility of reinforced concrete coupling beams of shear walls", ACI Struct. J., 93(6)
|