[1] Sepahrad, R. Kheyroddin, A. Saljoughian, M. Kafi, MA (2019). Experimental evaluation of RC frames retrofitted by steel jacket, X‑brace and X‑brace having ductile ring as a structural fuse. Journal of Building Pathology and Rehabilitation, Springer Nature Switzerland.
[2] Pimanmas A, Chaimahawan P, (2010). Shear strength of beam–column joint with enlarged joint area. Engineering Structures, 32: 2529–45.
[3] Kheyroddin A, Khalili A, Emami E, Sharbatdar MK, (2016). An innovative experimental method to upgrade performance of external weak RC joints using fused steel prop plus sheets. Steel Compos Struct 21(2):443–460.
[4] Sharbatdar MK, Kheyroddin A, Emami E, (2012). Cyclic performance of retrofitted reinforce concrete beam column joints using steel prop. Constr Build Mater 36:287–294.
[5] Sharbatdar.M.Kazem, Kheyroddin.A, Emami.E, (2012). Experimental Investigation of Composite RCDiagonal Steel Prop Joints Subject to Cyclic Load. 16th International Conference on Composite Structures.
[6] Andalib, Z. and et al. (2012). Modeling and analysis of steel ring devised in off-centric braced frame with the goal of improving ductility of bracing systems. Tehran (Iran): Iran Scientific and Industrial Researches Organization.
[7] Andalib, Z. and et al. (2019). Numerical evaluation of ductility and energy absorption of steel rings constructed from plates. Engineering Structures, Volume 169, 15 August 2018, Pages 94-106.
[8] Andalib Z, Kafi MA, Kheyroddin A, Bazzaz M, (2014). Experimental investigation of the ductility and performance of steel rings constructed from plates. J Constr Steel Res 103:77–88.
[9] Oh SH, Kim YJ and Ryu HS, (2009). Seismic Performance of Steel Structures with Slit Dampers. Engineering Structures Vol. 31, No. 9, pp.
[10] Said A., Nehdi M, (2008). Rehabilitation of RC frame joints using local steel bracing. Structure and Infrastructure Engineering. Maintenance, 4(6): 431-447.
[11] Sharma A, (2013). Seismic behavior and retrofitting of RC frame structures with emphasis on beam-column joints - experiments and numerical modelling. PhD Thesis, IWB, University of Stuttgart (under review).
[12] Kheyroddin A, Gholhaki M. Pachideh GH, (2019). 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, Volume 7, Issue 1 - Serial Number 13 Page 227-241.
[13] Hemmati A, Kheyroddin A, Farzad M, (2020). Experimental study of reinforced concrete frame Rehabilitated by concentric and eccentric bracing. Volume 8, Issue 1 - Serial Number 17 Pages 97-108.
[14] Hemmati SA, Bafghi MAB, Kheyroddin A, (2018). Experimental investigation of pod on the behavior of all-steel buckling restrained braces. Journal of Constructional Steel Research 150:186-194.
[15] Cranston, W. B, (1965). A computer method for inelastic analysis of plane frames. TRA 386, Cement and Concrete Association, London
[16] ABAQUS 6.14 Documentation, Analysis User's Manual.
[17] Shirazi. H and Esfahani. M. R. (2011). Effect of Joint Reinforcement on Ductility and Performance of Exterior Concrete Beam-Column Joints. Civil Engineering Department, Ferdowsi University of Mashhad.
[18] Khalili A, Kheyroddin A, Sharbatdar.M.Kazem, Emami E (2016). Study on the Nonlinear Behavior of Strengthened RC Frames using Steel Prop and Crub in Connections and Strengthening of Beam and Column, Modeling in Engineering Semnan University