[1] ANSI/AISC-360, Specification for Structural Steel Buildings (ANSI/AISC 360), American Institute of Steel Construction, 2022.
[2] Potter, S.H., Becker, J.S., Johnston, D.M., and Rossiter, K.P. (2015), "An overview of the impacts of the 2010-2011 Canterbury earthquakes", International Journal of Disaster Risk Reduction, 14, pp.6-14.
[3] Tenderan, R., Ishida, T., Jiao, Y., and Yamada, S. (2019), "Seismic performance of ductile steel moment-resisting frames subjected to multiple strong ground motions", Earthquake Spectra, 35(1), pp.289-310.
[4] Wang, F., Wan, J., Luo, X., Ke, K., Yu, C., and Xie, W. (2024), "Seismic response of high strength steel frames equipped with energy dissipation bays subjected to seismic sequences", Case Studies in Construction Materials, 20, p.e03047.
[5] Fragiacomo, M., Amadio, C.L. A.U.D.I.O., and Macorini, L. (2004), "Seismic response of steel frames under repeated earthquake ground motions", Engineering, Structures , 26(13), pp.2021-2035.
[6] Roke, D., Sause, R., and Ricles, J.M. (2009), "Damage-free seismic-resistant self-centering steel concentrically-braced frames: D. Roke, R. Sause, JM Ricles & N. Gonner", In Behaviour of Steel Structures in Seismic Areas, pp. 21-28. CRC Press..
[7] Eatherton, M.R., and Hajjar, J.F. (2014), "Hybrid simulation testing of a self‐centering rocking steel braced frame system", Earthquake Engineering and Structural Dynamics, 43(11), pp.1725-1742.
[8] Hajjar, J.F., Sesen, A.H., Jampole, E., and Wetherbee, A. (2013), "A synopsis of sustainable structural systems with rocking, self-centering, and articulated energy-dissipating fuses".
[9] Erochko, J., Christopoulos, C., and Tremblay, R. (2015), Design, testing, and detailed component modeling of a high-capacity self-centering energy-dissipative brace", Journal of Structural Engineering, 141(8), p.04014193.
[10] Xu, L., Jiang, H., Xie, X., and Li, Z. (2021), Modeling of disc spring self-centering energy dissipation braces from inactive state to design limit state", Journal of Engineering Mechanics, 147(10), p.04021077.
[11] Garlock, M., Ricles, J.M., and Sause, R. (2004), "Experimental studies on full-scale post-tensioned steel moment connections", In 13th World Conference on Earthquake Engineering, pp.1-6.
[12] Garlock, M.M., Ricles, J.M., and Sause, R. (2005), Experimental studies of full-scale posttensioned steel connections", Journal of Structural Engineering, 131(3), pp.438-448.
[13] Eatherton, M.R., Fahnestock, L.A., and Miller, D.J. (2014), "Computational study of self‐centering buckling‐restrained braced frame seismic performance", Earthquake Engineering and Structural Dynamics, 43(13), pp.1897-1914.
[14] Eatherton, M.R., Ma, X., Krawinkler, H., Deierlein, G.G. and Hajjar, J.F., (2014), "Quasi-static cyclic behavior of controlled rocking steel frames", Journal of Structural Engineering, 140(11), p.04014083.
[15] Lin, Y.C. (2015), "Steel sliding-controlled coupled beam modules: Development and seismic behavior for a moment resisting frame", Engineering Structures, 99, pp.726-736.
[16] Clayto, P., Dowden, D.M., Li, C.H. (2015), "Full-Scale Pseudo dynamic Testing of Self-Centering Steel Plate Shear Walls", Journal of Structural Engineering 142(1).
[17] Ricles, J.M., Sause, R., Garlock, M.M., and Zhao, C. (2001), "Posttensioned seismic-resistant connections for steel frames", Journal of Structural Engineering, 127(2), pp.113-121.
[18] Herning, G., Garlock, M.M., Ricles, J., Sause, R., and Li, J. (2009), "An overview of self-centering steel moment frames", In Structures Congress: Don't Mess with Structural Engineers: Expanding Our Role, pp.1-9.
[19] Ricles, J. M., Sause, R., Peng, S.W., and Lu, L.W. (2002), "Experimental evaluation of earthquake resistant posttensioned steel connections", Journal of Structural Engineering, 128(7), pp.850-859.
[20] Zhong, C., and Christopoulos, C. (2022), "Self-centering seismic resistant structures: Historical overview and state-of-the-art", Earthquake Spectra, 38(2), pp.1321-1356.
[21] Wolski, M., Ricles, J.M., and Sause, R. (2009), Experimental study of a self-centering beam–column connection with bottom flange friction device", Journal of Structural Engineering, 135(5), pp.479-488.
[22] Chou, C.C., and Chen, J.H. (2011), "Seismic tests of post-tensioned self-centering building frames with column and slab restraints", Frontiers of Architecture and Civil Engineering in China, 5(3), pp.323-334.
[23] Faggiano, B., Esposto, M., and Mazzolani, F.E.D.E.R.I.C.O. (2008), "Behavioural investigation on a PTED beam-to-column connection based on numerical analyses", In Proceedings., 14th World Conference on Earthquake Engineering.
[24] Christopoulos, C., Filiatrault, A., and Folz, B. (2002), "Seismic response of self‐centring hysteretic SDOF systems", Earthquake Engineering and Structural Dynamics, 31(5), pp.1131-1150.
[25] Bavandi, M., Amiri, G.G., Rajabi, E., and Moghadam, A.S. (2023), "Study of the resilience index for steel moment frames with reversible connections", In Structures, Vol. 47, pp.814-828.
[26] Jiang, H., Bu, H., and He, L. (2020), "Study of a new type of self‐centering beam‐column joint in steel frame structures", The Structural Design of Tall and Special Buildings, 29(14), p.e1779.
[27] Fang, C., Wang, W., and Feng, W. (2019), "Experimental and numerical studies on self-centring beam-to-column connections free from frame expansion", Engineering Structures, 198, p.109526.
[28] Nia, M.M., and Moradi, S. (2022), "Continuum Finite Element Simulation of Self-Centering Beam-to-Column Connections using ANSYS", In 1In: Proceedings of the twelfth National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City.
[29] Huang, X., Zhou, Z., Eatherton, M.R., Zhu, D., and Guo, C. (2020), "Experimental investigation of self-centering beams for moment-resisting frames", Journal of Structural Engineering, 146(3), p.04019214.
[30] Hu, S., Wang, W., and Alam, M.S. (2023), "Probabilistic nonlinear displacement ratio prediction of self-centering energy-absorbing dual rocking core system under near-fault ground motions using machine learning", Journal of Earthquake Engineering, 27(3), pp.488-519.
[31] Hu, S., Wang, W., and Alam, M.S. (2022), "Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system", Journal of Constructional Steel Research, 188, p.106986.
[32] Majumerd, M.J.E., Dehcheshmeh, E. M., Broujerdian, V., and Moradi, S. (2022), "Self-centering rocking dual-core braced frames with buckling-restrained fuses", Journal of Constructional Steel Research, 194, p.107322.
[33] Bojorquez, E., Lopez-Barraza, A., Reyes-Salazar, A., Ruiz, S.E., Ruiz-Garcia, J., Formisano, A., and Bojorquez, J. (2019), "Improving the structural reliability of steel frames using posttensioned connections", Advances in Civil Engineering, 2019(1), p.8912390.
[34] Ahmadi, O., Ricles, J.M., and Sause, R. (2018), "Modeling and seismic collapse resistance study of a steel SC-MRF", Soil Dynamics and Earthquake Engineering, 113, pp.324-338.
[35] Lettieri, A., Elettore, E., Freddi, F., Latour, M., and Rizzano, G. (2021), "Performance‐based assessment of seismic‐resilient steel moment resisting frames equipped with innovative column base connections", ce/papers, 4(2-4), pp.1736-1746.
[36] Huang, X., Eatherton, M.R., and Zhou, Z. (2020), "Initial stiffness of self-centering systems and application to self-centering-beam moment-frames", Engineering Structures, 203, p.109890.
[37] Torres, J.R., Bojórquez, E., Bojórquez, J., Leyva, H., Ruiz, S.E., Reyes-Salazar, A., and Reyes, H.E. (2023), "Improving the seismic performance of steel frames under mainshock–aftershock using post-tensioned connections", Buildings, 13(7), p.1676.
[38] Kamperidis, V.C., Papavasileiou, G.S., Kamaris, G.S., and Vasdravellis, G. (2020), "Seismic collapse of self-centering steel MRFs with different column base structural properties", Journal of Constructional Steel Research, 175, p.106364.
[39] Moradi, S., and Alam, M.S. (2016), "Finite-element simulation of posttensioned steel connections with bolted angles under cyclic loading", Journal of Structural Engineering, 142(1), p.04015075.
[40] Kim, H.J., and Christopoulos, C. (2009), "Numerical models and ductile ultimate deformation response of post‐tensioned self‐centering moment connections", Earthquake Engineering and Structural Dynamics, 38(1), pp.1-21.
[41] Hu, S., Liu, S., Zeng, S., Zhang, B., and Xu, Z. (2025), "Investigating seismic performance of a novel self-centering shear link in EBF utilizing experimental and numerical simulation", Journal of Constructional Steel Research, 224, p.109129.
[42] Xu, G., Guo, T., Li, A.Q., Zhou, T., and Shuang, C. (2025), "Seismic performance of steel frame structures with novel self-centering beams: Shaking-table tests and numerical analysis", Journal of Structural Engineering, 151(3), p.04025002.
[43] Shi, F., Yuan, W., Erbolat, A., Bao, W., Chen, Z., and Zhou, Y. (2025), "Mechanical behavior of hybrid self-centering brace: Insights into the role of SMA cables", Engineering Structures, 322, p.119205.
[44] Gharagoz, M.M., Noureldin, M., and Kim, J. (2025), "Explainable machine learning (XML) framework for seismic assessment of structures using Extreme Gradient Boosting (XGBoost)", Engineering Structures, 327, p.119621.
[45] Song, G. (2025), "Quantification of energy-dissipating capacity for self-centering shear walls considering variable loading sequences", Soil Dynamics and Earthquake Engineering, 189, p.109112.
[46] حسنلو، ن.، و فنائی، ن. (1403)، "تحلیل حساسیت اتصال مرکزگرای فولادی نسبت به پارامترهای مختلف تحت اثر بارگذاری چرخهای"، نشریه علمی و پژوهشی سازه و فولاد. دوره 21، شمارۀ 46 زمستان، ص. 30-52.
[47] گرامی، م.، میرزاحسینی, م.، و کاظمی، الف. (1402)، "مقایسۀ تأثیر پسلرزه بر عملکرد قاب مهاربندیشدۀ مجهز به آلیاژ حافظهدار شکلی با قاب خمشی"، نشریه علمی و پژوهشی سازه و فولاد. دوره 17، شماره 42 زمستان، ص.81-100.
[48] American Society of Civil Engineers. (2022). Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers.
[49] Hibbit, H., Karlsson, B., and Sorensen, E. (2012), "Abaqus user manual", version 6.12. Simulia, Providence, RI, 545.
