[1]-Dazio, A., Beyar, K., Bachmann, H., 2009,
Quasi-Static Cyclic Tests and Plastic Hinge Analysis of RC Structural Walls, Engineering Structures, 31, 1556-1571,
https://doi.org/10.1016/j.engstruct.2009.02.018
[2]- Aghayari, R., Tahamouli, M., Ashrafi, M., 2012, Base Shear and Fundamental Period of RC Coupling Beam Structures, International Conference on Transport, Environment and Civil Engineering (ICTECE 2012) Kualalampour, 25-26.
[5]-
Zhang, Z-Y,
Ding, R., Fan, J. S.,Tao, M. X., Nie, X., 2021,
Numerical study of reinforced concrete coupled shear walls based on a two-dimensional finite element model, Journal of
Engineering Structures, 224, Article 112792,
https://doi.org/10.1016/j.engstruct.2021.112792
[6]-Talledo, D.A., Tesser, L., 2021,
Nonlinear cyclic behavior of 2D complex RC structures by a plastic-damage concrete model with smeared reinforcement approach, Journal of Mechanics of Advanced Materials and Structures,
https://doi.org/10.1080/15376494.2021.1944705
[7]-Liu, Y., Chen, H., Guo, Z. X., Hu, H. S., 2020,
Seismic performance of subassemblies with composite wall and replaceable steel coupling beam, Journal of Asian Architecture and Building Engineering,
https://doi.org/10.1080/13467581.2020.1718679
[8]-Salameh, M., Shayanfar, M., Barkhordari, M. A., 2021,
Seismic displacements and behaviour factors assessment of an innovative steel and concrete hybrid coupled shear wall system, Journal of Structures, 34, 20-41,
https://doi.org/10.1016/j.istruc.2021.07.058
[9]-Wang, F., Shi, Q. X., Wang, P., 2021,
Research on the Physical Inter-story Drift Ratio and the Damage Evaluation of RC Shear Wall Structures, KSCE Journal of Civil Engineering, 25, 2121–2133,
https://doi.org/10.1007/s12205-021-1486-7
[11]-Subedi, N. K., Marsono, A. K., Aguda, G., 1999,
Analysis of Reinforced Concrete Coupled Shear Wall Structures, The Structural Design of Tall Buildings, 8, 117-143,
https://doi.org/10.1002/(SICI)1099-1794(199906)8:2%3C117::AID-TAL124%3E3.0.CO;2-7
[12]-El-Tawil, S., Kuenzli, C. M., Hassan, M., 2002,
Pushover Analysis of Hybrid Coupled Walls. I: Design and Modeling, Journal of Structural Engineering, 128(10), 1272-1281,
https://doi.org/10.1061/(ASCE)0733-9445(2002)128:10(1272)
[13]-El-Tawil, S., Harries, K., 2007,
Recommendation for Seismic Design of Hybrid Coupled Walls, Conference of Structural Engineering Research Frontiers, 1-10. 10.1061/40944(249)56,
https://doi.org/10.1061/40944(249)56
[15]-Xiaodong, J. b., Cheng, X., Xu, M., 2018,
Coupled axial tension-shear behavior of reinforced concrete walls, Journal of Engineering Structures, 167, 132-142,
https://doi.org/10.1016/j.engstruct.2018.04.015
[16]-Kmiecik, P., Kaminski, M., 2011,
Modeling of Reinforced Concrete Structures and Composite Structures with Concrete Strength Degradation Taken into Consideration, Archives of Civil and Mechanics Engineering, 11(3), 624-636,
https://doi.org/10.1016/S1644-9665(12)60105-8
[17]-Lubliner, J., Oliver, J., Oller, S., Onate, E., 1989,
A Plastic-Damage Model for Concrete, International Journal of Solids and Structures, 25, 299-329,
https://doi.org/10.1016/0020-7683(89)90050-4