Handbook on seismic retrofit of building, 2007. Central pub- lic works department and INDIAN building congress in associa- tion with INDIAN institute of technology-MADRAS, chapter 9.
 Fardis, M.N., 2009. Seismic design, assessment and retrofitting of concrete buildings: based on EN-Eurocode 8(Vol. 8). Springer Science & Business Media.
 Code No. 360, 2007. Islamic Republic of Iran, Management and Planning Organization, Instruction for Seismic Rehabilitation of Existing Buildings.
 Chai, Y.H., Priestley, M.N. and Seible, F., 1994. “Analytical model for steel-jacketed RC circular bridge columns”. Journal of Structural Engineering, 120(8), pp.2358-2376.
 Aboutaha, R.S., Engelhardt, M.D., Jirsa, J.O. and Kreger, M.E., 1999. “Rehabilitation of shear critical concrete columns by use of rectangular steel jackets”. Structural Journal, 96(1), pp.68- 78.
 Shinozuka, M., Kim, S.H., Kushiyama, S. and Yi, J.H., 2002. “Fragility curves of concrete bridges retrofitted by column jacketing”. Earthquake Engineering and Engineering Vibration, 1(2), pp.195-205.
 Xiao, Y. and Wu, H., 2003. “Retrofit of reinforced concrete columns using partially stiffened steel jackets”. Journal of Structural Engineering, 129(6), pp.725-732.
 Smyth, A.W., Altay, G., Deodatis, G., Erdik, M., Franco, G., Gülkan, P., Kunreuther, H., Luş, H., Mete, E., Seeber, N. and Yüzügüllü, O., 2004. “Probabilistic benefit-cost analysis for earthquake damage mitigation: Evaluating measures for apartment houses in Turkey”. Earthquake Spectra, 20(1), pp.171- 203.
 Aziminejad, A.S. and Moghadam, A., 2007. “Effects of strength distribution on fragility curves of asymmetric single story building”, Proceedings of the Ninth Canadian Conference on Earthquake Engineering Ottawa, Ontario, Canada.
 Barkhordary, M. and Tariverdilo, S., 2011. “Vulnerability of ordinary moment resistant concrete frames”. Earthquake Engineering and Engineering Vibration, 10(4), pp.519-533.
 Abdel-Hay, A.S. and Fawzy, Y.A.G., 2015. “Behavior of partially defected RC columns strengthened using steel jackets”. HBRC Journal, 11(2), pp.194-200.
 Belal, M.F., Mohamed, H.M. and Morad, S.A., 2015. “Behavior of reinforced concrete columns strengthened by steel jacket”. HBRC Journal, 11(2), pp.201-212.
 Vecchio, F.J. and Emara, M.B., 1992. “Shear deformations in reinforced concrete frames”. ACI Structural Journal, 89(1), pp.46-56.
 Standard No. 2800., 2005. Iranian code of practice for seismic resistant design of building. Third ed., Building and Housing Research Center, BHRC publication, Tehran.
 Mazzoni, S., McKenna, F. and Fenves, G.L., 2005.OpenSees command language manual”. Pacific Earthquake Engineering Research (PEER) Center, 264.
 Ramanathan, N.K. (2012), “Next generation seismic fragility curves for California bridges incorporating the evolution in seismic design philosophy,” Ph.D. thesis, Georgia Institute of Technology, Atlanta
 Elnashai, A.S., Pinho, R. and Antoniou, S., 2000. “INDYAS-A Program for Inelastic Dynamic Analysis of Structures”. Engineering Seismology and Earthquake Engineering Report No. ESEE 00-2, Imperial College, London.
 Mander, J.B., Priestley, M.J. and Park, R., 1988. “Theoretical stress-strain model for confined concrete”. Journal of structural engineering, 114(8), pp.1804-1826.
 Pacific Earthquake Engineering Research Center, Regents of the University of California, web site: http://peer.berkeley.edu/
 FEMA. Quantification of building seismic performance factors. FEMA P695. 2009. Federal Emergency Management Agency, Washington, DC.
 Anagnos, T., Rojahn, C. and Kiremidjian, A., 1995. “NCEER-ATC joint study on fragility of buildings”.
 Murao, O. and Yamazaki, F., 2000. “Development of fragility curves for buildings in Japan”. Confronting Urban Earthquakes: Report of Fundamental Research on the Mitigation of Urban Disasters Caused by Near-Field Earthquakes, pp.226-230.
 Nielson, B.G., 2005. “Analytical Fragility curves for highway bridges in moderate seismic zones”. A Thesis presented for PHD degree. School of civil and environmental engineering Georgia institute of Technology, 400 pp.
 HAZUS-MH MR5, 2003. “Multi-Hazard loss Estimation Methodology, Earthquake Model.” Washington, DC, USA: Federal Emergency Management Agency.
 Sakino, K. and Sun, Y., 2000, January. “Steel jacketing for improvement of column strength and [26[ ductility”. In 12th world conference earthquake engineering (Vol. 1985).
 Priestley, M. J. N., Seible, F., and Calvi, G. M., 1996. “Seis- mic Design and Retrofit of Bridges”, John Wiley & Sons.