[1] Guo, J., Li, H., Zhang, C., Chu, S., & Dang, X. (2022). Effect of an Innovative Friction Damper on Seismic Responses of a Continuous Girder Bridge under Near-Fault Excitations. Buildings, 12(7), 1019.
[2] Artar, M., & Carbas, S. (2022, October). Optimum sizing design of steel frame structures through maximum energy dissipation of friction dampers under seismic excitations. In Structures (Vol. 44, pp. 1928-1944). Elsevier.
[3] Kandasamy, R., Cui, F., Townsend, N., Foo, C. C., Guo, J., Shenoi, A., & Xiong, Y. (2016). A review of vibration control methods for marine offshore structures. Ocean Engineering, 127, 279-297.
[4] Zhang, C., & Ou, J. (2008). Control structure interaction of electromagnetic mass damper system for structural vibration control. Journal of engineering mechanics, 134(5), 428-437.
[5] Wang, W., Hua, X., Wang, X., Wu, J., Sun, H., & Song, G. (2019). Mechanical behavior of magnetorheological dampers after long‐term operation in a cable vibration control system. Structural Control and Health Monitoring, 26(1), e2280.
[6] Stanikzai, M. H., Elias, S., Matsagar, V. A., & Jain, A. K. (2020). Seismic response control of base-isolated buildings using tuned mass damper. Australian Journal of Structural Engineering, 21(1), 310-321.
[7] Yin, X., Song, G., & Liu, Y. (2019). Vibration suppression of wind/traffic/bridge coupled system using multiple pounding tuned mass dampers (MPTMD). Sensors, 19(5), 1133.
[8] Pourzangbar, A., Vaezi, M., Mousavi, S. M., & Saber, A. (2020). Effects of brace-viscous damper system on the dynamic response of steel frames. International Journal of Engineering, 33(5), 720-731.
[9] Tirca, L. (2015). Friction dampers for seismic protections of steel buildings subjected to earthquakes: Emphasis on structural design. Encyclopedia of Earthquake Engineering, Springer, Berlin, 1058, 1070.
[10] Hua, X. G., Tai, Y. J., Huang, Z. W., & Chen, Z. Q. (2021). Optimal design and performance evaluation of a novel hysteretic friction tuned inerter damper for vibration control systems. Structural Control and Health Monitoring, 28(8), e2775.
[11] Moghaddam, H., Afzalinia, F., & Hajirasouliha, I. (2022, March). Optimal distribution of friction dampers to improve the seismic performance of steel moment resisting frames. In Structures (Vol. 37, pp. 624-644). Elsevier.
[12] Lavan, O., & Dargush, G. F. (2009). Multi-objective evolutionary seismic design with passive energy dissipation systems. Journal of Earthquake Engineering, 13(6), 758-790.
[13] Nishimura, I. (2012, December). Performance evaluation of a building structure with nonlinear dampers under strong ground motion on March 11, 2011. In 14th US-Japan workshop on improvement of structural design and construction practices.
[14] De Domenico, D., & Hajirasouliha, I. (2021). Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers. Bulletin of Earthquake Engineering, 19(12), 5015-5049.
[15] Ghorbani, H. R., & Rofooei, F. R. (2020). A novel double slip loads friction damper to control the seismic response of structures. Engineering Structures, 225, 111273.
[16] Pall, A. S. (1979). Limited slip bolted joints: a device to control the seismic response of large panel structures (Doctoral dissertation, Concordia University).
[17] MacRae, G. A., Clifton, G. C., Mackinven, H., Mago, N., Butterworth, J., & Pampanin, S. (2010). The sliding hinge joint moment connection. Bulletin of the New Zealand Society for Earthquake Engineering, 43(3), 202-212.
[18] Christopoulos, C., Tremblay, R., Kim, H. J., & Lacerte, M. (2008). Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation. Journal of structural engineering, 134(1), 96-107.
[19] Filiatrault, A., Tremblay, R., & Kar, R. (2000). Performance evaluation of friction spring seismic damper. Journal of Structural Engineering, 126(4), 491-499.
[20] Hu, S., Wang, W., & Qu, B. (2021). Self-centering companion spines with friction spring dampers: Validation test and direct displacement-based design. Engineering Structures, 238, 112191.
[21] Wang, W., Fang, C., Zhao, Y., Sause, R., Hu, S., & Ricles, J. (2019). Self‐centering friction spring dampers for seismic resilience. Earthquake Engineering & Structural Dynamics, 48(9), 1045-1065.
[22] Javidan, M. M., & Kim, J. (2019). Seismic retrofit of soft-first-story structures using rotational friction dampers. journal of structural engineering, 145(12), 04019162.
[23] Pall, A. S., Marsh, C., & Fazio, P. (1980). Friction joints for seismic control of large panel structures. Journal of Prestressed Concrete Institute, 25(6), 38-61.
[24] Fitzgerald, T. F., Anagnos, T., Goodson, M., & Zsutty, T. (1989). Slotted bolted connections in aseismic design for concentrically braced connections. Earthquake spectra, 5(2), 383-391.
[25] Mualla, I. H., & Belev, B. (2002). Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures, 24(3), 365-371.
[26] Cho, C. G., & Kwon, M. (2004). Development and modeling of a frictional wall damper and its applications in reinforced concrete frame structures. Earthquake engineering & structural dynamics, 33(7), 821-838.
[27] Samani, H. R., Mirtaheri, M., & Zandi, A. P. (2015). Experimental and numerical study of a new adjustable frictional damper. Journal of Constructional Steel Research, 112, 354-362.
[28] Martínez, C. A., & Curadelli, O. (2017). Testing and performance of a new friction damper for seismic vibration control. Journal of Sound and Vibration, 399, 60-74.
[29] Wang, G., Wang, Y., Yuan, J., Yang, Y., & Wang, D. (2017). Modeling and experimental investigation of a novel arc-surfaced frictional damper. Journal of Sound and Vibration, 389, 89-100.
[30] 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.
[31] Shu, Z., Ma, R., & He, M. (2017). Comprehending the ductile behavior of slotted bolted connections. The Structural Design of Tall and Special Buildings, 26(3), e1309.
[32] Lee, J., Kang, H., & Kim, J. (2017). Seismic performance of steel plate slit-friction hybrid dampers. Journal of Constructional Steel Research, 136, 128-139.
[33] Yu, H., Xiao, W., Yuan, Y., & Taerwe, L. (2017). Seismic mitigation for immersion joints: Design and validation. Tunnelling and Underground Space Technology, 67, 39-51.
[34] Zhu, L. H., Li, G., & Li, H. N. (2018). A lattice‐shaped friction device and its performance in weak‐story prevention. The Structural Design of Tall and Special Buildings, 27(15), e1535.
[35] Kim, D. H., Lee, C. H., & Ju, Y. K. (2017). Experimental investigation of hybrid buckling-restrained braces. International journal of steel structures, 17, 245-255.
[36] Taiyari, F., Mazzolani, F. M., & Bagheri, S. (2019). Damage-based optimal design of friction dampers in multistory chevron braced steel frames. Soil Dynamics and Earthquake Engineering, 119, 11-20.
[37] Asfaw, A. M., Cao, L., Ozbulut, O. E., & Ricles, J. (2022). Development of a shape memory alloy-based friction damper and its experimental characterization considering rate and temperature effects. Engineering Structures, 273, 115101.
[38] Tatar, A., Baker, A. M., & Dowden, D. M. (2023). A generalized method for numerical modeling of seismically resilient friction dampers using flat slider bearing element. Engineering Structures, 275, 115248.
[39] Clark, P. W. (2002). Protocol for fabrication, inspection, testing and documentation of beam-colum connection tests and other experimental specimens. SAC Joint Venture.
[40] Tjahyadi, A. (2002). Slotted-bolted friction damper as a seismic energy dissipator in a braced timber frame.
[41] Cavallaro, G. F., Latour, M., Francavilla, A. B., Piluso, V., & Rizzano, G. (2018). Standardised friction damper bolt assemblies time-related relaxation and installed tension variability. Journal of Constructional Steel Research, 141, 145-155.
[42] Goulet, C. A., Kishida, T., Ancheta, T. D., Cramer, C. H., Darragh, R. B., Silva, W. J., ... & Youngs, R. R. (2021). PEER NGA-east database. Earthquake Spectra, 37(1_suppl), 1331-1353.
