Beheshti-Aval, S. B., Mahbanouei, H., & Zareian, F. (2013). A hybrid friction-yielding damper to equip concentrically braced steel frames. International Journal of Steel Structures, 13(4), 577-587.
Blau, P. J. (2009). Friction science and technology: from concepts to applications (2nd ed.). Boca Raton, FL (USA): CRC Press.
Butterworth, J. (2000). Ductile concentrically braced frames using slotted bolted joints. J. Struct. Eng. Society of New Zealand, 13(1), 39-48.
Butterworth, J. W. (1999). Seismic Damage Limitation in Steel Frames Using Friction Energy Dissipators. 6th International Conference on Steel and Space Structures, September 1-2. Singapore.
Cheraghi, A., & Zahrai, S. M. (2016). Innovative multi-level control with concentric pipes along brace to reduce seismic response of steel frames. Journal of Constructional Steel Research, 127, 120-135.
Cheraghi, A., & Zahrai, S. M. (2019). Cyclic testing of multilevel pipe in pipe damper. Journal of Earthquake Engineering, 23(10), 1695-1718.
Christopoulos, C., & Filiatrault, A. (2006). Principles of passive supplemental damping and seismic isolation. Pavia (Italy): IUSS Press.
Dolce, M., & Cardone, D. (2001). Mechanical behavior of shape memory alloys for seismic applications. International Journal of Mechanical Sciences.
Duerig, T. W., Melton, K. N., Stockel, D., Wayman, & M., C. (1990). Engineering Aspects of Shape Memory Alloys. London, UK: Butterworth Heinemann.
Fitzgerald, T. F., Anagnos, T., Goodson, M., & Zsutty, T. (1989). Slotted bolted connections in a seismic design for concentrically braced connections. Earthquake Spectra, 5(2), 383-391.
Golmoghany, M. Z., & Zahrai, S. M. (2021). Improving seismic behavior using a hybrid control system of friction damper and vertical shear panel in series. Structures, 31, 369-379.
Hongnan, L., & Huo, L. (2010). Advances in structural control in civil engineering in China. Mathematical Problems in Engineering, 2010(2), Article ID936081. doi:10.1155/2010/936081
Hosseini Hashemi, B., & Moaddab, E. (2017). Experimental study of a hybrid structural damper for multi-seismic levels. Proceedings of the institution of civil engineers-structures and buildings, 170(10), 722-734.
Karavasilis, T. L., Blakeborough, T., & Williams, M. S. (2011). Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers. Computers & Structures, 89(11-12), 1232-1240.
Lagoudas, D. (2008). Shape Memory Alloys—Modeling and Engineering Applications. Texas A&M University TX, Springer: USA.
Lee, C. H., Kim, J., Kim, D. H., Ryu, J., & Ju, Y. K. (2016). Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection. Engineering Structures, 114, 75-92.
Li, G. Q., Sun, Y. Z., Jiang, J., Sun, F. F., & Ji, C. (2019). Experimental study on two-level yielding buckling-restrained braces. Journal of Constructional Steel Research, 159, 260-269.
Li, H., Qian, H., & Song, G. (2008). Experimental and analytical investigation on innovative hybrid shape memory alloys dampers for structural control. Active and Passive Smart Structures and Integrated Systems.
Marsh, A. S. (1980). Optimum Seismic Resistance of Large Panel Structures Using Limited Slip Bolted Joints. Proceedings of the World Conference on Earthquake Engineering, 4.
Marshall, J. D., & Charney, F. A. (2010). A hybrid passive control device for steel structures, I: Development and analysis. Journal of Constructional Steel Research, 66(10), 1278-1286.
Mazzoni, S., McKenna, F., Scott, M., & Fenves, G. (2006). OpenSees Command Language Manual. Pacific Earthquake Engineering Research Center: Berkeley Edu.
Morais, J., de Morais, P. G., Santos, C., Costa, A. C., & Candeias, P. (2017). Shape Memory Alloy-Based Dampers for Earthquake Response Mitigation. Procedia Structural Integrity, 5, 705-712.
Ozbulut, O. E., & Hurlebaus, S. (2012). Application of a SMA‐based hybrid control device to 20‐story nonlinear benchmark building. Earthquake Engineering & Structural Dynamics, 41(13), 1831-1843.
Qian, H., Li, H., & Song, G. (2016). Experimental investigations of the building structure with a superelastic shape memory alloy friction damper subject to seismic loads. Smart Materials and Structures, 25(12).
Qian, H., Li, H., Song, G., & Guo, W. (2013). Recentering shape memory alloy passive damper for structural vibration control. Mathematical Problems in Engineering.
Qian, H., Li, H., Song, G., & Guo, W. (2013). Recentering shape memory alloy passive damper for structural vibration control. Mathematical Problems in Engineering.
Qiu, C., & Zhu, S. (2017). Shake table test and numerical study of self‐centering steel frame with SMA braces. Earthquake Engineering & Structural Dynamics, 46(1), 117-137.
Rawlinson, T., & Marshal, J. (2012). Multi–phase passive control systems for performance-base Design. Proceedings of 15th world conference on Earthquake Engineering.
Rousta, A. M., & Zahrai, S. M. (2017). Cyclic testing of innovative two-level control system: Knee brace & vertical link in series in chevron braced steel frames. Structural Engineering and Mechanics, 64(3), 301-310.
Song, G., Ma, N., & Li, H. N. (2006). Applications of shape memory alloys in civil structures. Engineering Structures, 28(9), 1266–1274.
Soong, T., & Spencer, J. B. (2002). Supplemental energy dissipation: state-of-the-art and state-of-the-practice. Engineering Structures, 24, 243–59.
Symans, M. D., Charney, F. A., Whittaker, A. S., Constantinou, M. C., Kircher, C. A., W., J. M., & Mcnamara, R. J. (2008). Energy dissipation systems for seismic applications: current practice and recent developments. ASCE J Struct Eng, 134(1), 3–21.
Wang, W., Tang, Y. C., & Xu, W. K. (2013). Experimental and FEA Studies of a new type SMA viscous damper. Applied Mechanics and Materials, 353, 1815-1818.
Yamamoto, M., & Sone, T. (2014). Damping systems that are effective over a wide range of displacement amplitudes using metallic yielding component and viscoelastic damper in series. Earthquake Engineering & Structural Dynamics, 43(14), 2097-2114.
Yang, C. S., DesRoches, R., & Leon, R. T. (2010). Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices. Engineering Structures, 32(2), 498-507.
Zahrai, S. M., & Golmoghany, M. Z. (2021). Seismic behavior of a two-level control system with double vertical shear links in series. Smart Structures and Systems, An International Journal, 27(3), 467-478.