[1] Miranda, E., Betro, V. (1994), Evaluation of strength Reduction Factors for Earthquake Resistant Design Earthquake Spectra, 10(2), 357-379.
[2] D. J. Miller, L. A. Fahnestock, M. R. Eatherton, Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace, Engineering Structures, 40 (2012) 288–298.
[3] Asgarian, B., Moradi, S. (2011). Seismic response of steel braced frames with shape memory alloy braces, Journal of Construction steel research, Elsevier, Vol. 67, Issue 1, Pages 65-74.
[4]
Maurya, A.,
Eatherton, M.R.,
Ryota Matsui, R.,
Florig, S.H. (2016), Experimental investigation of miniature buckling restrained braces for use as structural fuses,
Journal of Constructional Steel Research,
Volume 127, 54-65.
[5] Mahmoudi, M., Montazeri, S. (2016). Seismic performance assessment of knee bracing equipped with shape memory alloys. Journal of Structural and Construction Engineering, 3(2), 5-18.
[7] Shen, J., Seker, O., Akbas, B., Seker, P., Momenzadeh, S.B., Faytarouni, M. (2017), Seismic performance of concentrically braced frames with and without brace buckling,
Engineering Structures,
Volume 141, 461-481.
[8] Mirzahosseini, M., Gerami, M. (2017). Evaluation of appropriate behavioral models for numerical simulation of new Cu based shape memory alloy. Journal of Structural and Construction Engineering, 4(4), 5-15. doi: 10.22065/jsce.2016.41240
[9] Hetao Hou, Han Li, Canxing Qiu, Yichen Zhang, Effect of hysteretic properties of SMAs on seismic behavior
of self‐centering concentrically braced frames, (2017), STRUCTURAL CONTROL AND HEALTH MONITORING.
[10] Fei Shi, Gokhan Saygili, Osman E. Ozbulut, Probabilistic seismic performance evaluation of SMA‑braced
steel frames considering SMA brace failure, (2018), Bulletin of Earthquake Engineering.
[11] Mehrsa Mirzahosseini, Mohsen Gerami, the Effect of Temperature on Seismic Response of Cu–Al–Mn SMA
Braced Frame, (2018), International Journal of Civil Engineering.
[12] Hong-Nan Li, Ming-Ming Liu, Xing Fu, An innovative re-centering SMA-lead damper
and its application to steel frame structures, (2018), SMART MATERIALS AND STRUCTURES.
[13] Gholhaki, M., khosravikhor, A., Rezayfar, O. (2018). Study Effect of Ni-Ti Shape Memory Alloy on Ductility of Steel Plate Shear Walls. Journal of Structural and Construction Engineering, (), doi: 10.22065/jsce.2018.114376.1431
[14]
N. Mirzai,
R. Attarnejad, Performance of EBFs equipped with an innovative shape memory alloy damper, International Journal of Science & Technology, (2018).
[15] Canxing, Q., Yichen, Z., Han, L., Bing, Q., Hetao, H., Li, T. (2018), Seismic performance of Concentrically Braced Frames with non-buckling braces,
Engineering Structures,
Volume 154, 93-102.
[16] Nazarimofrad, E., Shokrgozar, A., (2019), Seismic performance of steel braced frames with self‐centering buckling‐restrained brace utilizing superelastic shape memory alloys, Struct Design Tall Spec Build, DOI: 10.1002/tal.1666.
[18] A. Kheyroddin, M. Gholhaki and Gh. Pachideh, Seismic Evaluation of Reinforced Concrete Moment Frames Retrofitted with Steel Braces Using IDA and Pushover Methods in the Near-Fault Field, Journal of Rehabilitation in Civil Engineering 7-1 (2019) 159-173.
[20] FEMA P 695. (2009). Quantification of Building Seismic Performance Factors. Washington, D.C. Federal Emergency Management Agency, USA.
[21] Wang, C., Usami, T., Funayama, J., (2012). “Evaluation the Influence of Stoppers on the Low-Cycle Fatigue Properties of High Performance Buckling Restrained Braces”, Engineering Structures, Vol. 41, pp. 167-176.
[22] Uang, C.M., Tsai, K.C. )2004(, Research and application of buckling-restrained braced frames, Steel Structures, 4(4), 301-13.
[23] Han, Y.L., Li, Q., Li A.Q., Leung, A., Lin, P.H. (2003), Structural vibration control by shape memory alloy damper, Earthquake engineering & structural dynamics, 32(3), 483-94.
[24] Ocel, J., DesRoches, R., Leon, R.T., Hess, W.G., Krumme, R., Hayes, J.R. (2005), Steel beam-column connections using shape memory alloys, Structural engineering, 130(5).
[25] Cismasiu, C., Dos Santos, F.P.A. (2008), Numerical simulation of a semi-active vibration control device based on super elastic shape memory alloy wires,
Smart Materials and Structures,
17(2), 936-954.
[26] Corbi, O. (2003), Shape memory alloys and their application in structural oscillations attenuation, Simulation Modelling Practice and Theory, 11, 387–402.
[27] Shook, D.A., Roschke, P.N., and Ozbulut, O. E. (2008), Superelastic semiactive damping of a base-isolated structure. Structural Control and Health Monitoring, 15, 746–768.
[28] Dolce, M., Donatello, C., and Ponzo, F.C. (2007), Shaking-table tests on reinforced concrete frames with different isolation systems, Earthquake Engineering and Structural Dynamics, 36, 573–596.
[29] Andrawes, B., DesRoches, R. (2007), Comparison between Shape Memory Alloy Restrainers and and Other Bridge Retrofit Devices. ASCE Journal of Bridge Engineering 12(6), 700–709.
[30] DesRoches, R., Delemont, M. (2002), Seismic retrofit of simply supported bridges using shape memory alloys. Engineering Structures, 24, 325–332.
[31] Alam, M. S., Youssef, M. A., and Nehdi, M. (2007), Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review. Canadian Journal of Civil Engineering 34, 1075–1086.
[32] Sandi, H., Vacareanu, R. (1997), parametric analysis of cumulative damage, 11th European Conference on Earthquake Engineering, Balkema, Rotterdam.
[33] Nasserasadi, K. Ghafory-Ashtiany, M. Eshghi, S. Zolfaghari, M.R. (2009), Developing Seismic Fragility Function of Structures By Stochastic Approach, Asian Journal of Civil Engineering (Building and Housing), 10(2), 183-200.
[34] Lignos, D.G. Karamanci, E. (2013), Drift-Based and Dual-Parameter Fragility Curves for Concentrically Braced Frames in Seismic Regions. Journal of Constructional Steel Research 90, 209–220.
[35] INBC. (2013). Design and Construction of Steel Structures. Tehran: Ministry of Housing and Urban Development, Iranian National Building Code, Part 10. (In Persian).
[36] INBC. (2013). Design Loads for Buildings. Tehran: Ministry of Housing and Urban Development, Iranian National Building Code, Part 6. (In Persian).
[37] BHRC. (2014). Iranian code of practice for seismic resistant design of buildings. Tehran: Building and Housing Research Centre, Standard No. 2800. (In Persian).
[38] Mazzoni, S., Mckenna, F., Scott, M.H., Fenves, G.L. (2006) OpenSees Command Language Manual. http://OpenSees.
Berkeley.edu/OpenSees/manuals/ user manual/OpenSees Command Language Manual.pdf.
[39] Miller, D.J. (2011), Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy, Master's dissertation, University of Illinois at Urbana–Champaign.
[40] Taftali, B. (2007), Probabilistic seismic demand assessment of steel frames with shape memory alloy connections, PhD. Dissertation, Georgia Institute of Technology, َAtlanta.
[41] PEER report.
[42] Commentary of Instruction for seismic Rehabilitation of Existing Buildings, NO: 361. Islamic Republic of Iran Plan and Budget Organization, 2018, (In Persian).