[1] Wakabayashi,M -N -T. Kashibara, A. Morizono, T and Yakoyama, H. (1973). Experimental of Elsto-plastic Properties of Precast Concrete wall panels with built-in Insulating Braces. Summaries of Technical Papers of Annual Meeting Architectural Institue of Japan. p: 1041-1044.
[2] Uriz, P. (2005). Towards Earthquake Resistant Design of Concentrically Braced Steel Structures. Ph.D. thesis, Civil Engineering Dept, University of California, Berkeley, California.
[3] M. naiej. (2014). Performance Assessment of Steel Frames Equipped with BRBs. Msc Student.Faculty of Civil. Nooshirvani University of technology, Babol, Iran.
[4] Lin, K. C. Chen. J, Chang. H. (2009). Siessmic reliability of steel framed buildings. Structural Safety. 32(3). p: 174-182.
[5] FREDDI , F., PADGETT,. J ,E,. DALL’ASTA . (2012)A Life Cycle Cost Analysis of Low Ductility RC Frame Buildings Retrofitted by Modern Retrofit Techniques, in EACS 2012 – 5th European Conference on Structural Control: Genoa, Italy.
[6] Khampanit , A., .Leelataviwat ,S ,.Kochanin ,J ,.Warnitchai ,P. (2014).Energy-based seismic strengthening of non-ductile reinforced concrete frames using buckling-restrained braces. Engineering Stractures.71 : p. 114 -122.
[7] Della Corte , G., .D’Aniello ,M and Landolfo ,R. (2015). Field-Testing of All Bucklingrestrained Braces Applied to a Damage Reinforced Concrete Building. Journal of Structural Engineering. 141( 1 .)
[8] Kuan-Yu , P., . An-Chien ,W,. Keh-Chyuan ,T,. Chao-Hsien ,L and Hsen-Han ,K. (2016). Seismic retroļ¬t of reinforced concrete frames using bucklingrestrained braces with bearing block load transfer mechanism. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Earthquake Engng Struct.
[9] André Almeida, R.F., Jorge M. Proença, António S. Gago. (2019). Seismic retrofit of RC building structures with Buckling RestrainedBraces. Engineering Structures. 134: p. 14 -22.
[10] Vecchio, F.J. and M.B. Emara. (1992). Shear Deformation in Reinforced Concrete Frams. ACI Structures.
[11] H. Pahlavan, M. Shaianfar, G.G. Amiri, M. Pahlavan. (2015).Probabilistic seismic vulnerability assessment of the structural deficiencies in Iranian in-filled RC frame structures, Journal of Vibroengineering, 17(5).
[12] J.B. Mander, M.J. Priestley, R. Park. (1988).Theoretical stress-strain model for confined concrete, Journal of structural engineering, 114(8). 1804-1826.
[13] A. Elnashai, R. Pinho, S. Antoniou. (2000).INDYAS-A Program for INelastic DYnamic Analysis of Structures, Engineering Seismology and Earthquake Engineering Report No. ESEE 00-2, Imperial College, London.
[14] S.M. Hosseini, H. konarangi. (2014). Opensees software appliction in modeling and analysis of structures. Tehran . Azadeh Publisher.
[15] FEMA. Quantification of biulding siesmic performance factor. (june 2009). FEMA p695. Federal Emergency Management Agancy. Washangton. DC.
[16] Shome N, Cornell CA. (1999). Probability seismic demand analysis of nonlinear structures Ph.D, dissertation. Stanford University.
[17] HAZUS-MH MR5, M.-H.l.E.M.E.M.D.o.H.s. (2003).FEMA, Washington, D.C.
[18] Banazadeh, M. and S. Jalali, Probabilistic Seismic Demand Assessment of Steel Moment Frames with Sideplate Connections. 2013.