Alaee, F. J., & Karihaloo, B. L. (2003). Fracture Model for Flexural Failure of Beams Retrofitted with CARDIFRC. Journal of Engineering Mechanics, 129(9), 1028-1038. doi: 10.1061/(ASCE) 0733-9399(2003)129:9(1028)
American Concrete Institute (ACI). (1993). Causes, Evaluation and Repair of Cracks in Concrete Structures. ACI Committee 224.1R-93, Farmington Hills (MI).
Araki, Y., Endo, T., Omori, T., Sutou, Y., Koetaka, Y., Kainuma, R., & Ishida, K. (2011). Potential of superelastic Cu-Al-Mn alloy bars for seismic applications. Earthquake Engineering & Structural Dynamics, 40(1), 107-115. doi: 10.1002/EQE.1029
Benyahia, A., & Ghrici, M. (2018). Behaviour of self-compacting repair mortars based on natural pozzolana in hot climate. Advances in Concrete Construction, 6(3), 285-296. doi: 10.12989/ACC. 2018.6.3.285
Bures, P., Cervenka, J., Cervenka, V., Jendele, L. J. N., Pukl, R., & Smrz, O. (2017). ATENA Advanced Tool for Engineering Nonlinear Analysis, 5.3.4 ed. Na Hrebenkach: Consulting C ervenka.
Cruz Noguez, C. A., & Saiidi, M. S. (2012). Per-formance of advanced materials during earthquake loading tests of a bridge system. ASCE J. Struct. Eng., 139(1), 144-154.
Cruz Noguez, C. A., & Saiidi, M. S. (2011). Shake-table studies of a four-span bridge model with advanced Materials. ASCE J. Struct. Eng., 138(2), 183-192.
Czaderski, C., Shahverdi, M., Brönnimann, R., Leinenbach, C., & Motavalli, M. (2014). Feasibility of iron-based shape memory alloy strips for prestressed strengthening of concrete structures. Construction and Building Materials, 56, 94-105. doi: 10.1016/J.CONBUILDMAT.2014.01.069
Daneshvar, K., Moradi, M. J., Amooie, M., Chen, S., Mahdavi, G., & Hariri-Ardebili, M. A. (2020). Response of low-percentage FRC slabs under impact loading: Experimental, numerical, and soft computing methods. Structures, 27, 975-988. doi: 10. 1016/J.ISTRUC.2020.06.005
Gamble, W., Hawkins, N., & Kaspar, I. (1996). Seismic retrofitting experience and experiments in Illinois. In: Proc, 5th National Workshop on Bridge Research in Progress, 245-250.
Gholipour, G., & Billah, A. M. (2022). Dynamic behavior of bridge columns reinforced with shape memory alloy rebar and UHPFRC under lateral impact loads. International Journal of Impact Engineering, 168, 104297. doi: 10.1016/J. IJIMPENG.2022.104297
Haroun, M., & Elsanadedy, H. (2005). Fiber-reinforced plastic jackets for ductility enhancement of reinforced concrete bridge columns with poor lap-splice detailing. J Bridge Eng, 10, 749-57.
Hosseini, F., & Gencturk, B. (2019). Structural assessment of bridge columns with engineered cementitious composites and Cu-Al-Mn superelastic alloys. Construction and Building Materials, 203, 331-342.
Hosseini, F., Gencturk, B., Lahpour, S., & Gil, D. I. (2015). An experimental investigation of innovative bridge columns with engineered cementitious composites and Cu-Al-Mn super-elastic alloys. Smart Materials and Structures, 24(8). doi: 10. 1088/0964-1726/24/8/085029
Li, X., Li, M., & Song, G. (2015). Energy-dissipating and self-repairing SMA-ECC composite material system. Smart Materials and Structures, 24(2).
Nesheli, K., & Meguro, K. (2006). Seismic retrofitting of earthquake-damaged concrete columns by lateral pre-tensioning of FRP belts. In: Proc, 8th US National Conf. on Earthquake Engineering.
Ozbulut, O. E., Hurlebaus, S., & DesRoches, R. (2011). Seismic response control using shape memory alloys: a review. J. Intellig. Mater. Syst. Struct.
Priestley, M., Seible, F., & Xiao, Y. (1994a). Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-Part 2: test results and comparison with theory. Struct J, 91, 537-51.
Priestley, M., Seible, F., Xiao, Y., & Verma, R. (1994b). Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-part 1: theoretical considerations and test design. Struct J, 91, 394-405.
Raza, S., Shafei, B., Saiidi, M. S., Motavalli, M., & Shahverdi, M. (2022). Shape memory alloy rein-forcement for strengthening and self-centering of concrete structures-State of the art. Construction and Building Materials, 324, 126628. doi: 10.1016/J.CONBUILDMAT.2022.126628
Saatcioglu, M., & Yalcin, C. (2003). External prestressing concrete columns for improved seismic shear resistance. J Struct Eng, 129(8), 1057-1070.
Sabbaghian, M., & Kabir, M. (2023a). Innovative use of shape memory alloys as reinforcements for concrete beam-column joints: An overview. Kufa Journal of Engineering, 14(2), 24-42. doi: 10. 30572/2018/KJE/140203
Sabbaghian, M., & Kabir, M. Z. (2023b). State-of-the-art in the applications of shape memory alloys in the reinforced concrete beam-column joints. 13th International Congress on Civil Engineering.
Sabbaghian, M., & Kabir, M. Z. (2024). Enhancing concrete column performance with shape memory alloys focusing superelastic behavior: A state-of-the-art review. 9th International Conference on Seismology and Earthquake Engineering.
Sabbaghian, M., & Kheyroddin, A. (2020). Flexural strengthening of RC one way slabs with high- performance fiber-reinforced cementitious composite laminates using steel and GFRP bar. Engineering Structures, 221, 111106. doi: 10.1016/J.ENGSTRUCT.2020.111106
Sabbaghian, M., & Kheyroddin, A. (2022). Experimental investigation of shear behavior of one-way reinforced slabs with high-performance fiber-reinforced cementitious composite laminates. Amirkabir Journal of Civil Engineering, 53(10), 919-922. doi: 10.22060/CEEJ.2020.18138.6778
Saiidi, M., O'Brien, M., & Mahmoud, S. (2009). Cyclic response of concrete bridge columns using superelastic nitinol and bendable concrete. ACI Struct J, 106(1), 69-77.
Saiidi, M. S., & Wang, H. (2006). Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement. ACI Struct. J., 103(3).
Sena-Cruz, J., Michels, J., Harmanci, Y. E., & Correia, L. (2015). Flexural strengthening of RC slabs with prestressed CFRP strips using different anchorage systems. Polymers 2015, 7, 2100-2118, 7(10), 2100-2118. doi: 10.3390/POLYM7101502
Shrestha, K., Saiidi, M., & CA Cruz. (2015). Advanced materials for control of post-earthquake damage in bridges? Smart Mater Struct., 24(2).
Tazarv, M., & Saiidi, M. S. (2016). Low-damage precast columns for accelerated bridge construction in high seismic zones. Journal of Bridge Engineering, 21(3), 04015056. doi: 10.1061/(ASCE)BE.1943-5592.0000806
Varela, S., & Saiidi, M. S. (2014). Dynamic performance of innovative bridge columns with superelastic CuAlMn shape memory alloy and ECC. Intl J Bridge Eng, 1(2), 29-58.
Varela, S., & Saiidii, M. S. (2016). Resilient deconstructible columns for accelerated bridge construction in seismically active areas. Journal of Intelligent Material Systems and Structures, 28(13).
Xing, G., Ozbulut, O. E., Al-Dhabyani, M. A., Chang, Z., & Daghash, S. M. (2020). Enhancing flexural capacity of RC columns through near surface mounted SMA and CFRP bars. Journal of Composite Materials.
Yamakawa, T., Banazadeh, M., & Fujikawa, S. (2004). Emergency retrofit of damaged RC columns right after seismic attack using pretensioned aramid fiber belts. In: Proc, 1st Conf. on Applications of FRP Composites in Construction and Rehabilitation of Structures.
Yan, Z., Pantelides, C., & Reaveley, L. (2005). Shape modification with expansive cement concrete for confinement with FRP composites. ACI Struct J, 230, 1047-66.
Zareie, S., Issa, A. S., Seethaler, R. J., & Zabihollah, A. (2020). Recent advances in the applications of shape memory alloys in civil infrastructures: A review. Structures, 27, 1535-1550. doi: 10.1016/J.ISTRUC.2020.05.058
Zhang, Y., Camilleri, J. A., & Zhu, S. (2008). Mechanical properties of superelastic Cu-Al-Be wires at cold temperatures for the seismic protection of bridges. Smart Materials and Structures, 17(2).
