1. [1] G. C. Cai, J. Zhao, H. Degee, and B. Vandoren, "Shear capacity of steel fibre reinforced concrete coupling beams using conventional reinforcements," (in English), Eng Struct, vol. 128, pp. 428-440, Dec 1 2016, doi: 10.1016/j.engstruct.2016.09.056.
2. [2] K. Du, H. Luo, J. L. Bai, and J. J. Sun, "Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall Systems," (in English), Int J Concr Struct M, vol. 13, no. 1, Jun 3 2019, doi: UNSP 34
10.1186/s40069-019-0346-z.
3. [3] M. S. Montgomery, "Fork Configuration Damper (FCDs) for Enhanced Dynamic Performance of High-rise Buildings," University of Toronto, vol. Doctor of Philosophy, 2013.
4. [4] FEMA, "FEMA 306 Evaluation of Earthquake Damaged Concrete and Masonry Wall," (in English), Federal Emergency Management Agency, Washington DC., 1998.
5. [5] Y. Boivin, "Assessment of the seismic performance of a 12-storey ductile concrete shear wall system designed according to the nbcc 2005 and the csa a23.3 2004 standard," Université de Sherbrooke, 2006.