Otsuka K, and Wayman C.M. (1998). “Shape Memory Materials”, Cambridge University Press, UK.
 Motahari S.A., and Ghassemieh M. (2007). “Multilinear one-dimensional shape memory material model for use in structural engineering applications”, Engineering Structures, 29, pp. 904–913.
 Bruno S., and Valente C. (2002). “Comparative Response Analysis of Conventional and innovative seismic protection strategies”. Earthquake Engineering and Structural Dynamics, 31, pp. 1067-1092.
 Cardone D., Dolce M., and Ponzo F.C. (2004). “Experimental behavior of R/C Frames retrofitted with dissipating and re-centering braces”. Journal of Earthquake Engineering, 8(3), pp. 361-396.
 Czaderski C., Hahnebach B., and Motavalli M., (2006). “RC beam with variable stiffness and strength”. Construction and building materials, 20, pp. 824-833.
 DesRoches R., and Delemont M. (2002). “Seismic retrofit of simply supported bridges using shape memory alloys”. Engineering Structures, 24, pp. 325- 32.
 Dolce M., Cardone D., and Nigro D. (2000). “Experimental tests on seismic deceives based on shape memory alloys”. 12th World Conference of Earthquake Engineering (12WCEE), New Zealand.
 Dolce M., and Cardone D. (2001). “Mechanical behavior of Shape Memory alloys for seismic applications – 2. Austenite NiTi wires subjected to tension”, International Journal of Mechanical Sciences, 43, pp.2657-77.
 Ghassemieh M., Nojoumi S.A, Kari A, and Bahaari M.R. (2007). “Upgrading of concrete shear wall system using shape memory alloys”. 11th international conference on inspection, appraisal, repairs & maintenance of Structures, north Cyprus.
 Motahari S.A, Ghassemieh M. and Abolmaali S.A. (2007). “Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitations”. Journal of Constructional Steel Research, 63, pp. 1570-157.
 Indiril M, CarpaniB, MartelliA, Castellano M.G, Infanti S, Crosi G, Biritognolo M, Bonci A, Viscovic A, and Viani S. (2000). “Experimental test on masonry structures provided with shape memory alloy antseismic devices”. 12th World Conferences of Earthquake Engineering (12WCEE) , New Zealand.
 Wilde K., Gardoni P., and Fujino Y. (2000). “Base isolation system with shape memory alloy device for elevated highway bridges”. Engineering Structures, 22, pp. 222–229.
 Ghassemieh, M., Mostafazadeh, M., and Sadeh, M.S. (2012) "Seismic control of concrete shear wall using shape memory alloys" Journal of Intelligent Material Systems and Structures, 23, pp. 535-543.
 Ghassemieh M., Ghodratian S.M., Bahaari M.R., and Nojoomi S.A., (2013) "Seismic enhancement of coupled shear walls using shape memory alloys", Journal of Civil Engineering and Science, 2, pp.93–101.
 Aryan H., and Ghassemieh M. (2015) "Seismic enhancement of multi-span continuous bridges subjected to three directional excitations", Smart Materials and Structures, 2, 045030.
 Aryan H., and Ghassemieh M. (2017) "A superelastic protective technique for mitigating the effects of vertical and horizontal seismic excitations on highway bridges", Journal of Intelligent Material Systems and structures, 28(12) 1533–1552
 Ghassemieh M., Rezapour, M., and Sadeghian V. (2017) "Effectiveness of the shape memory alloy reinforcement in concrete coupled shear walls", Journal of Intelligent Material Systems and Structures, 28, pp.640–52.
 Khaloo, AR, Eshgi. I, Piran, P, "Study of behavior of RC beams with smart rebars using finite element modeling", Inter. Journal of civil engineering, 8(3), Sep. 2010, pp. 221-231
 Khaloo, AR, Mobini, M, "Investigating the behavior of RC frames using super elastic nitinol", 1st middle East Conf. on Smart Monitoring Assessment and Rehabilitation of Civil Structures, Feb. 2011, Dubai, UAE, 8p.
 HKS. ABAQUS User’s Manual Version 6.9, (2003). Hibbit, Karlsson& Sorensen, Inc., USA.
 Lee, J, and Fenves G.L. (1998) “Plastic-Damage Model for Cyclic Loading of Concrete Structures,” Journal of Engineering Mechanics, 124(8), pp. 892–900.