Anagnos T, Rojahn C and Kiremidjian A. (1995) “NCEER-ATC Joint Study on Fragility of Buildings “Technical Report NCEER-95-0003 January 20.
 Sadraddin H. (2015) “Fragility Assessment of High-Rise Reinforced Concrete Buildings“ http://scholarworks.wmich.edu/masters_theses.
 Akshay A, Khanorkar M, Denge S. V. Raut, Dr. S. P. (2016) “Belt Truss as Lateral Load Resisting Structural System for Tall Building: A Review “IJSTE - International Journal of Science Technology & Engineering, Volume 2, Issue 10.
 Taranath, Bungale s. (1988), “structural analysis & design of tall buildings”, Mcgrow-Hill Book Company.
 P.M.B. Raj Kiran Nanduri, B.Suresh, MD. Ihtesham Hussain, (2013) “Optimum Position of Outrigger System for High-Rise Reinforced Concrete Buildings under Wind and Earthquake Loadings”, American Journal of Engineering Research (AJER)
 Kennedy, R.P. Cornell, A.C. Campbell, R.D. Kaplan, S. and Perla, H.F. (1980) “Probabilistic seismic safety study of an existing nuclear power plant", Nuclear Eng & Design, page 59(2).
 Kircher, C.A. and Martin W,(1993) , " Development of fragility Curve for Estimating of Earthquake damage Work Shopon Continuing Action to Reduce losses from Earthquake , Washington ,Dc : U.S.Geological Survey.
 Anagnos, T Rojahn, C and Kiremidjiam, (1995) “ATC joint Study on Fragility of Building", NCEER-95-0003, Applied Technology Council, CA.
 Shinozuka, M, Saxena V, Deodatis G and Feng M., ( 2001) , "Development Of Fragility Curve for Multi – Span Reinforced Concrete Bridge", Dept. of Civil and Environmental Engineering , Princeton University.
 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.
 Smyth, A, (2004), “Probabilistic benefit-cost analysis for earthquake damage mitigation: Evaluating measures for apartment houses in Turkey", Earthquake Spectra, 20(1), February.
 Arizaga , G, (2006), “Earthquake induced damage estimation for steel buildings in Puerto Rico", A thesis submitted in partial full-time of the requirements for the degree of master of science in civil engineering university of Puerto Rico .
 Bekir Özer AY1, M Altuğ ERBERİK and Sinan AKKAR, 3–8, (2006), “Fragility Based Assessment of The Structural Deficiencies in Turkish RC Frame Structures”, First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, Paper Number: 593.
 Mark Adom-Asamoah, (2012), “Generation of analytic l fragility curves for Ghanaian non-ductile reinforced concrete frame buildings”, International Journal of the Physical Sciences Vol. (19), pp. 2735-2744,
 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 (June 2007) Ottawa, Ontario, Canada.
 Hoenderkamp, J. C. D. (2008). "Second outrigger at optimum location on high rise shear wall." The structural design of tall and special buildings 17: 619-634.
 M. R. Jahanshahi, R. Rahgozar, (2013) ,” Optimum Location of Outrigger-belt Truss in Tall Buildings Based on Maximization of the Belt Truss Strain Energy “ International Journal of Engineering, Vol. 26, No. 7.
 B. Heidary, H.R. Tavakoli, H. Hamidi Jamnani, R. Rahgozar, (2017), “The Effect of Lateral Load Pattern on Optimum Location of Outrigger and Belt Truss in Tall Buildings”, Civil Engineering Journal of Ferdowsi University of Mashhad, (in press, in Persian)
 Akkar, S; Sucuoglu, H and Yakut, A, (2005), “Displacement based fragility functions for low- and mid-rise ordinary concrete buildings”, Earthquake Spectra, 21(4), pp 901-927.
 Anagnos, T; Rojahn, C and Kiremidjian, A S, (1994), “Building fragility relationships for California”, Proceedings of the Fifth U S National Conference on Earthquake Engineering, pp. 389-396.