[1] Banazadeh, M. Parvini Sani, H. and Gholhaki, M. (2013). Decision-making analysis for seismic retrofit based on risk management. Asian Journal of Civil Engineering, 14(5), 735-746.
[2] Parvini Sani, H. Gholhaki, M. and Banazadeh, M. (2018). Simplified direct loss measure for seismic isolated steel moment-resisting structures. Journal of Constructional Steel Research, 147, 313–323.
[4] Kodur, V. Yahyai, M. Rezaeian, A. Eslami, M. and Poormohamadi, A. (2017). Residual mechanical properties of high strength steel bolts subjected to heating-cooling cycle. Journal of Constructional Steel Research, 131, 122–131.
[5] Eslami, M. and Namba, H. (2016). Elasto-plastic behavior of composite beam connected to RHS column, experimental test results. International Journal of Steel Structures, 16(3), 901–912.
[6] Boostani, M. Rezaifar, O. and Gholhaki, M. (2018). Introduction and seismic performance investigation of the proposed lateral bracing system called “OGrid.” Archives of Civil and Mechanical Engineering, 18(4), 1024–1041.
[7] Kachooee, A. Kafi, MA. and Gerami, M. (2018). Improving of post buckling behavior concentric braces by using of restricted fuse based on experimental and numerical studies, Journal of Structural and Construction Engineering, 7(1), 199-217 (in Persian).
[8] Gelinas, A. Tremblay, R. and Davaran, A. (2012). Seismic behavior of steel HSS X-bracing of the conventional construction category, ASCE/SEI Structures Congress, Chicago, IL, 1949–1660.
[9] D. Giannuzzi, R. Ballarini, A. Huckelbridge Jr., M. and Pollino, M. Valente. (2013). Braced ductile shear panel: new seismic-resistant framing system. Journal of Structural Engineering, 140 (2), 04013050.
[10] Zhang, W. Zeng, L. Gardoni, P. and Qi, X. (2021). Experimental investigation and low-cycle fatigue behavior of I-shaped steel bracing members with gusset plate connections. Thin-Walled Structures, 162, 107593.
[11] Seker, O. Faytarouni, M. Akbas, B. and Shen, J. (2019). A novel performance-enhancing technique for concentrically braced frames incorporating square HSS. Engineering Structures, 201, 109800.
[12] Rinaldin, G. Fasan, M. Sancin, L. and Amadio, C. (2020). On the behaviour of steel CBF for industrial buildings subjected to seismic sequences. Structures, 28, 2175–2187.
[13] Costanzo, S. D’Aniello, M. and Landolfo, R. (2017). Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2). Journal of Constructional Steel Research, 138, 17–37.
[14] Kazemzadeh Azad, S. and Topkaya, C. (2017). A review of research on steel eccentrically braced frames. Journal of Constructional Steel Research, 128, 53–73.
[15] Tanabashi, R. and Naneta, Ishida, T. (1974). On the rigidity and ductility of steel bracing assemblage, Proceedings of the 5th World Conference on Earthquake Engineering, Rome, IAEE, 1974, 834–840.
[16] Qiu, C. and Du, X. (2020). Seismic performance of multistory CBFs with novel recentering energy dissipative braces. Journal of Constructional Steel Research, 168, 105864.
[17] Güneyisi, EM. and Gültekin, A. (2017). Nonlinear behaviour of midrise steel buildings with gate braced frames. The Open Civil Engineering Journal, 11(Suppl-1, M13), 475-484.
[18] Zahrai, SM. And Cheraghi, A. (2017). Improving cyclic behavior of multi-level pipe damper using infill or slit diaphragm inside inner pipe. Structural Engineering and Mechanics, 64(2), 195–204.
[19] Zahrai, SM. and Cheraghi, A. (2017). Reducing seismic vibrations of typical steel buildings using new multi-level yielding pipe damper. International Journal of Steel Structures, 17(3), 983–998.
[20] Cheraghi. A, and Zahrai, SM. (2017). Cyclic testing of multilevel pipe in pipe damper. Journal of Earthquake Engineering, 23(10), 1695-1718.
[22] Pachideh, G. Gholhaki, M. and Kafi, M. (2020). Experimental and numerical evaluation of an innovative diamond-scheme bracing system equipped with a yielding damper. Steel and Composite Structures,
[23] Pachideh, G. Kafi, M. and Gholhaki, M. (2020). Evaluation of cyclic performance of a novel bracing system equipped with a circular energy dissipater. Structures, 28, 467–481.
[24] Gholhaki, M. Pachideh, G. Lashkari, R. and Rezayfar, O. (2021). Behaviour of buckling-restrained brace equipped with steel and polyamide casing. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1–12.
[25] Bazzaz, M. Kheyroddin, A. Kafi, MA. and Andalib, Z. (2012). Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames. Steel and Composite Structures, 12(5), 445–464.
[26] Bazzaz, M. Kafi, MA. Kheyroddin. A, Andalib Z, Esmaeili, H. (2014). Evaluating the seismic performance of off-centre bracing system with circular element in optimum place. International Journal of Steel Structures, 14(2), 293–304.
[27] Andalib, Z. Kafi, M.A. and Bazzaz, M. (2010). Using hyper elastic material for increasing ductility of bracing, Proc. 1st Steel & Structures Conf. and 2nd Application of High-Strength Steels in Structural Industry Conf, Tehran, Iran, 466–474.
[28] Andalib, Z. Kafi, MA. Kheyroddin, A. and Bazzaz, M. (2014). Experimental investigation of the ductility and performance of steel rings constructed from plates. Journal of Constructional Steel Research,103, 77–88.
[29] Andalib, Z. Kafi, MA, Kheyroddin, A. Bazzaz, M. and Momenzadeh, S. (2018). Numerical evaluation of ductility and energy absorption of steel rings constructed from plates.
Engineering Structures, 169, 94–106.
[30] Albouyeh, F. (2016). Laboratory study of a new structural system “OGRID”. Master of Science Dissertation, Semnan University, Department of civil engineering, Iran (in persian).
[31] Boostani, M. Rezaifar, O. and Gholhaki, M. (2019). Seismic performance investigation of new lateral bracing system called “OGrid-H”. SN Applied Sciences, 1(4).
[32] Shahanas, S and Ramesh, K. (2019). Analysis and Performance of Ogrid Lateral Bracing System, International Research Journal of Engineering and Technology (IRJET), 6(5), 4813-4817.
[33] Shamivand, A. and Akbari, J. (2019). Ring-Shaped Lateral Bracing System for Steel Structures. International Journal of Steel Structures, 20(2), 493–503.
[34] Applied Technology Council ATC. (1994). Guidelines for cyclic seismic testing of components of steel structures, Rep. NO ATC- 24, California.