1 |
ACI Committee 318 (1995), Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95), American Concrete Institute, U.S.A.
|
2 |
Kwan, A.K.H. and Zhao, Z.Z. (1998), "Nonlinear behaviour of reinforced concrete coupling beams", Proc. '5 Int. Conf. Tall Buildings, Hong Kong, 1, 410-415.
|
3 |
Paulay, T. (1971), "Coupling beams of reinforced concrete shear walls", J. Struct. Div., ASCE, 97(ST3), 843- 862.
|
4 |
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), 711-720.
|
5 |
Lybas, J.M. (1981), "Concrete coupled walls: earthquake tests", J. Struct. Div., ASCE, 107(ST5), 835-855.
|
6 |
Paulay, T. (1970), "An elasto-plastic analysis of coupled shear walls", ACI Struct. J., 67(11), 915-922.
|
7 |
Paulay, T. and Binney, J.R. (1974), "Diagonally reinforced coupling beams of shear walls", ACI Special Publication SP-42: Shear in Reinforced Concrete, American Concrete Institute, Detroit, USA, 2, 579-598.
|
8 |
Kwan, A.K.H. and Zhao, Z.Z. (1999), "Reinforced concrete coupling beams: their differences from ordinary beams", Proc. 7th Int. Conf. Enhancement and Promotion of Computational Methods in Engineering and Science EPMESC VII, Macao, 1, 581-588.
|
9 |
Aktan, A.E. and Bertero, V.V. (1984), "Seismic response of r/c frame-wall structures", J. Struct. Eng., ASCE, 110(8), 1803-1821.
DOI
ScienceOn
|
10 |
Barney, G.B., Shiu, K.N., Rabbat, B.G., Fiorato, A.E., Russell, H.G. and Corley, W.G. (1980), "Behavior of coupling beams under load reversals", Research and Development Bulletin RD068.01B, Portland Cement Association, U.S.A.
|
11 |
Kwan, A.K.H. (1993), "Local deformations and rotational d.o.f. at beam-wall joints", Comput. Struct., 48(4), 615-625.
DOI
ScienceOn
|
12 |
Aristizabal-Ochoa, J.D. (1982), "Dynamic response of coupled wall systems", J. Struct. Div., ASCE, 108(ST8), 1846-1857.
|