Park, R. and Paulay, T. (1975). Reinforced Concrete Structures. John Wiley & Sons Inc., New York.
 Ghobarah, A. and Said, A. (2001). Seismic rehabilitation of beam-column joints using FRP laminates. Journal of
Earthquake, 5(1), 113-129.
 Saatcioglu, M., Mitchell, D., Tinawi, R., Gardner, N. J., Gillies, A. G., Ghobarah, A. and Lau, D. (2001). The August 17, 1999, Kocaeli (Turkey) earthquake damage to structures. Canadian Journal of Civil Engineering, 28(4), 715-737.
 Lin, C. H., Hwang, C. L., Lin, S. P. and Liu, C. H. (2008). Self-consolidating concrete columns under concentric compression. ACI Structural Journal, 105(4), 425-432.
 Scott, R. H. (1992). The effects of detailing on RC beam-column connection behaviour, The Structural Engineer, 70, 318-324.
 Abdel Fattah, B., and Wight, J.K. (1987). Study of moving beam plastic hinging zones for earthquake-resistant design of RC Buildings, ACI Structural Journal, 84, 31-39.
 Wallace, J.W., McConnell, S. W., Gupta, P. and Cote, P. A. (1998). Use of headed reinforcement in beam-column joints subjected to earthquake loads. ACI Structural Journal, 95, 590-606.
 Kang, T.H.K., Sang, S.H. and Choi, D.U. (2010). Bar pullout tests and seismic tests of small-headed bars in beam-column joints. ACI Structural Journal, 107, 32-42.
 Barbhuiya, Salim., Choudhury, Abdul- Munim. (2015). A study on the size effect of RC beam–column connections under cyclic loading. Engineering Structures, 95, 1-7.
 Olander, A. (1932). The crystal structure of AuCd. Zeitschrift Fur Kristallographie, 83(1-6), 145–148.
 Chang, L. C. and Read, T. A. (1951). Plastic deformation and diffusionless phase changes in metals—the gold-cadmium beta phase. JOM, 3(1), 47-52.
 Buehler, W. J., Gilfrich, J. V. and Wiley, R. C. (1963). Effect of low‐temperature phase changes on the mechanical properties of alloys near composition TiNi. Journal of applied physics, 34(5), 1475-1477.
 Song, G., Ma, N. and Li, H. N. (2006). Applications of shape memory alloys in civil structures. Engineering structures, 28(9), 1266-1274.
 DesRoches, R., Taftali, B. and Ellingwood, B. R. (2010). Seismic performance assessment of steel frames with shape memory alloy connections. Part I—analysis and seismic demands. Journal of Earthquake Engineering, 14(4), 471-486.
 Graesser, E. J. and Cozzarelli, F. A. (1991). Shape-memory alloys as new materials for aseismic isolation. Journal of Engineering Mechanics, 117(11), 2590-2608.
 Sakai, Y., Kitagawa, Y., Fukuta, T. and Iiba, M. (2003). Experimental study on enhancement of self-restoration of concrete beams using SMA wire. In Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures, 5057, 178-187. International Society for Optics and Photonics.
 Otero, K. (2004). Intelligent Reinforced Concrete Structures Using Shape MemoryAlloys. Texas, USA: University of Houston.
 Czaderski, C., Hahnebach, B. and Motavalli, M. (2006). RC beam with variable stiffness and strength. Construction and Building Materials, 20(9), 824-833.
 Saiidi, M. S. and Wang, H. (2006). Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement. ACI Structural Journal, 103(3), 436-443.
 Soroushian, P., Ostowari, K., Nossoni, A. and Chowdhury, H. (2001). Repair and strengthening of concrete structures through application of corrective posttensioning forces with shape memory alloys. Transportation Research Record: Journal of the Transportation Research Board, 1770, 20-26.
 Wilson, J. C. and Wesolowsky, M. J. (2005). Shape memory alloys for seismic response modification: a state-of-the-art review. Earthquake Spectra, 21(2), 569-601.
 Dolce, M., Cardone, D., Marnetto, R., Mucciarelli, M., Nigro, D., Ponzo, F. C. and Santarsiero, G. (2004). Experimental static and dynamic response of a real RC frame upgraded with SMA re-centering and dissipating braces. In Proceeding of 13th World Conference on Earthquake Engineering, Canada.
 Maji, A. K. and Negret, I. (1998). Smart prestressing with shape-memory alloy. Journal of engineering mechanics, 124(10), 1121-1128.
 Inaudi, J. and Kelly, J. (1994). Experiments on tuned mass dampers using viscoelastic, frictional and shape-memory alloy materials. In First World Conference on Structural Control, 127-136.
 DesRoches, R. and Smith, B. (2004). Shape memory alloys in seismic resistant design and retrofit: a critical review of their potential and limitations. Journal of Earthquake Engineering, 8(03), 415-429.
 Wang, H. (2005). A study of RC columns with shape memory alloy and engineered cementitious composites. M. Sc. Thesis, Department of Civil Engineering, University of Nevada, Reno.
 Ocel, J., DesRoches, R., Leon, R. T., Hess, W. G., Krumme, R., Hayes, J. R. and Sweeney, S. (2004). Steel beam-column connections using shape memory alloys. Journal of Structural Engineering, 130(5), 732-740.
 Wilde, K., Gardoni, P. and Fujino, Y. (2000). Base isolation system with shape memory alloy device for elevated highway bridges. Engineering structures, 22(3), 222-229.
 Megget, L. M. and Park, R. (1971). Reinforced concrete exterior beam-column joints under seismic loading. New Zealand Engineering (Wellington), 26(11), 341-353.
 Alam, M.S., Youssef, M.A. and Nehdi, M. (2005).Shape memory alloys as a new construction material, Proceedings of the Cansmart- the 8th International Workshop on Smart Materials and Structures, Toronto, Canada.
 Alam, M. S., Youssef, M. A. and Nehdi, M. (2007a). Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review. Canadian Journal of Civil Engineering, 34(9), 1075-1086.
 Alam, M. S., Nehdi, M. and Youssef, M. A. (2007b). Shape memory alloy based smart RC bridge: overview of state of the art. Smart Struct. Syst, 4(3), 367-389.
 Alam, M. S., Youssef, M. A. and Nehdi, M. (2007c). Seismic behaviour of concrete beam-column joints reinforced with superelastic shape memory alloys. In 9th Canadian Conf. on Earthquake Engineering, Ontario, Canada.
 Alam, M. S., Nehdi, M. and Youssef, M. A. (2007d). Applications of shape memory alloys in earthquake engineering. In Proceedings of the 9th Canadian Conference on Earthquake Engineering, Ontario, Canada.
 Alam, M. S., Youssef, M. A. and Nehdi, M. (2008). Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements. Engineering Structures, 30(12), 3399-3411.
 Alam, M.S., Youssef, M. and Nehdi. M. (2009). Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys. Smart Struct Syst, 5, 565-585.
 Alam, M. S., Moni, M. and Tesfamariam, S. (2012). Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar. Engineering Structures, 34, 8-20.
 Youssef, M. A., Alam, M. S. and Nehdi, M. (2008). Experimental investigation on the seismic behavior of beam-column joints reinforced with superelastic shape memory alloys. Journal of Earthquake Engineering, 12(7), 1205-1222.
 Nehdi, M., Alam, M. S. and Youssef, M. A. (2012). Seismic behaviour of repaired superelastic shape memory alloy reinforced concrete beam-column joint. Smart Structures & Systems, 7(5), 329-348.
 Parra-Montesinos, G. J., Peterfreund, S. W. and Chao, S. H. (2005). Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites. Structural Journal, 102(3), 487-495.
 Bariola, J. (1992). Drift response of medium-rise reinforced concrete buildings during earthquakes. ACI Struct. 89(4), 384-390.
 Engindeniz, M., Kahn, L. F. and Abdul-Hamid, Z. (2005). Repair and strengthening of reinforced concrete beam-column joints: State of the art. ACI structural journal, 102(2), 187-197.
 Auricchio, F. and Sacco, E. (1997). A superelastic shape-memory-alloy beam model. Journal of intelligent material systems and structures, 8(6), 489-501.
 ACI Committee. (2006). Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). Farmington Hills, MI: American Concrete Institute.
 Ehsani, M. R. and Alameddine, F. (1991). Design recommendations for type 2 high-strength reinforced concrete connections. ACI Structural Journal, 88(3), 277-291.
 Beydokhty, E. Z. and Shariatmadar, H. (2016). Behavior of damaged exterior RC beam-column joints strengthened by CFRP composites. Latin American Journal of Solids and Structures, 13(5), 880-896.
 Sawyer, H. A. (1965). Design of concrete frames for two failure stages. Special Publication, 12, 405-437.
 Corley, W. (1966). Rotational capacity of reinforced concrete beams. Journal of the Structural Division, 92(5), 121-146.
 Mattock, A. H. (1967). Discussion of" rotation capacity of reinforced concrete beams" by WG Corley. Journal of Structural Division, 93(2), 519-522.
 Paulay, T. and Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings. John Wiley & Sons, Inc., New York.