[1] Wallace, J. W., and Moehle, J. P. (1992). “Ductility and detailing requirements of bearing wall buildings.” J. Struct. Eng., 10.1061/ (ASCE) 0733- 9445(1992)118:6(1625), 1625–1644.
[2] Paulay T, Priestley MJN, Synge AJ. Ductility in earthquake resisting squat shear walls. ACI J 1982;79(4):257–69.
[3] Sittipunt C, Wood SL, Lukkunaprasit P, Pattararattanakul P. Cyclic behavior of reinforced concrete structural walls with diagonal web reinforcement. ACI Struct J 2001;98(4):554–62.
[4] ACI440.1R-15. Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars. ACI Committee 2015; 440.
[5] Bazli, M., Ashrafi, H., & Oskouei, A. V. (2016). Effect of harsh environments on mechanical properties of GFRP pultruded profiles. Composites Part B: Engineering, 99, 203-215.
[6] Canadian Standards Association. (2012). “Design and Construction of Building Structures with Fibre-Reinforced Polymers,” (CAN/CSA S806-12). Canadian Standards Association Mississauga, Ont.
[7] Zadeh, H. J., & Nanni, A. (2012). “Design of RC columns using glass FRP reinforcement.” Journal of Composites for Construction, 17(3), 294-304.
[8] Ashrafi, H., Bazli, M., & Oskouei, A. V. (2017). “Enhancement of bond characteristics of ribbed-surface GFRP bars with concrete by using carbon fiber mat anchorage.” Construction and Building Materials, 134, 507-519.
[9] Sun, Z., Wu, G., Zhang, J., Zeng, Y., & Xiao, W. (2017). “Experimental study on concrete columns reinforced by hybrid steel-fiber reinforced polymer (FRP) bars under horizontal cyclic loading.” Construction and Building Materials, 130, 202-211.
[10] Arafa, A., Farghaly, A. S., & Benmokrane, B. (2018). “Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars.” Engineering Structures, 174, 712-723.
[11] Zhang, Q., Xiao, J., Liao, Q., & Duan, Z. (2019). “Structural behavior of seawater sea-sand concrete shear wall reinforced with GFRP bars.” Engineering Structures, 189, 458-470.
]12[ مبحث نهم مقررات ملی ساختمان، بارهای وارده بر ساختمان، دفتر تدوین و ترویج مقررات ملی ساختمان، 1399
[13] ACI Committee 318., American Concrete Institute. (2019). Building code requirements for structural concrete (ACI 318-19): an ACI standard; commentary on building code requirements for structural concrete (ACI 318R-19). Second printing: January 2020, Farmington Hills, MI: American Concrete Institute.
[14] Shakiba, M., Oskouei, A. V., Karamloo, M., & Doostmohamadi, A. (2021). Effect of mat anchorage on flexural bonding strength between concrete and sand coated GFRP bars. Composite Structures, 273, 114339.
[15] Mohamed, N., Farghaly, A. S., Benmokrane, B., and Neale, K.W. (2014a). “Experimental investigation of concrete shear walls reinforced with glass fiber–reinforced bars under lateral cyclic loading.” J. Compos. Constr., 10.1061/ (ASCE) CC.1943-5614.0000393, A4014001.
[16] Mohamed, N., Farghaly, A. S., Benmokrane, B., & Neale, K. W. (2014). “Drift Capacity Design of Shear Walls Reinforced with Glass Fiber-Reinforced Polymer Bars.” ACI Structural Journal, 111(6), 1397.
[17] JGJ/T101, Specification for seismic test of buildings, Beijing. 2015. (In Chinese).
[18] Mohamed, N., Farghaly, A. S., Benmokrane, B., and Neale, K.W. (2014b). “Flexure and shear deformation of GFRPRC shear walls.” J. Compos. Constr., 10.1061/(ASCE)CC.1943-5614.0000444, 04013044.
[19] Mohamed N, Farghaly AS, Benmokrane B, Neale KW. Evaluation of GFRP-reinforced shear walls. Canadian society for civil engineering 2013 general conference, Montréal, Québec, Canada. 2013. p. 1–10.
[20] Mohamed N, Ahmed SF, Benmokrane B. Evaluation of a shear wall reinforced with glass FRP bars subjected to lateral cyclic loading. 3rd Asia-pacific conference on FRP in structures, Sapporo, Japan. 2012. p. 1–10.
[21] Priestley, M. J. N., and Kowalsky, M. J. (1998). “Aspects of drift and ductility capacity of rectangular structural walls.” Bull. N. Z. Nat. Soc. Earthquake Eng., 31, 73–85.
[22] Mohamed, N., Farghaly, A. S., and Benmokrane, B. (2013). “Strength reduction factor of GFRPRC shear walls.” 4th Asia-Pacific Conf. on FRP in Structures (APFIS2013), Melbourne, Australia.
[23] Paulay, T., and Priestley, M. J. N., 1995, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc., New York, 735 pp.
[24] Munoz, W.; Salenikovich, A.; Mohammad, M.; and Quenneville, P., 2008, “Determination of Yield Point and Ductility of Timber Assemblies: in Search for a Harmonised Approach,” Proceedings of Meeting 41 of
CIB-W18, St. Andrews, NB, Canada.
[25] Branston, A. E.; Boudreault, F. A.; and Rogers, C. A., 2005, “Methodfor the Design of Light Gauge Steel Frame/Wood Panel Shear Walls,”Advances in Steel Structures, Elsevier, V. II, pp. 1347-1352.
[26] Rogers, C. A.; Balh, N.; Ong-Tone, C.; Shamim, I.; and DaBreo, J., 2011, “Development of Seismic Design Provisions for Steel Sheet Sheathed Shear Walls,” Proceedings of the Structures Congress, ASCE, Las Vegas,
NV, pp. 676-687.
[27] Shedid, M. T.; El-Dakhakhni, W. W.; and Drysdale, R. G., 2009, “Behavior of Fully Grouted Reinforced Concrete Masonry Shear Walls Failing in Flexure: Analysis,” Engineering Structures, V. 31, No. 9, pp. 2032-2044. doi: 10.1016/j.engstruct.2009.03.006
[28] Kessler, S., 2010, “A Study of the Seismic Response Modification Factor for Log Shear Walls,” MSc thesis, Kansas State University, Manhattan, KS, 113 pp.
[29] National Building Code of Canada (NBCC), 2010, Canadian Commission on Building and Fire Codes, National Research Council of Canada, Montreal, QC, Canada.
[30] Pauley T., Priestley M. J. N., Synge A. J., “Ductility in Earthquake Resisting Squat Shearwalls.