[1] IIEES, International Institute of Earthquake Engineering & Seismology, http://www.iiees.ac.ir/.
[2] Ambraseys, N.N., Melville, C.P. (1982). “A history of Persian earthquakes”. Cambridge University Press, Cambridge, Britain.
[3] Zare, M., Fatemi, A.A. (2003). “Seismotectonic and earthquake fault hazard investigations in the Hormozgan state region”. Pishahangan Amayesh Consulting Engineering Company.
[4] IIEES, (2009). “Provisions for rehabilitation of structures”. Second edition, International Institute of Earthquake Engineering & Seismology.
[5] Grünthal, ed., (1998). “European macro seismic scale (EMS98)”. Cahiers du Centre Européen de Séismologie,Vol. 15.
[6] FEMA, (1999). “Earthquake loss estimation methodology”. Federal Emergency Management Agency, HAZUS.
[7] GNDT, (1986). “Instruzioni per la compilazione de lla sceda di relivamento esposizione e vulnerabilità sismica degli edifici”. Gruppo Nazionale per la Difesa dai Terremoti.
[8] FEMA 154, (2002). “Rapid visual screening of buildings for potential seismic hazards”. Edition 2, Federal Emergency Management Agency.
[9] BHRC, (2005). “Iranian code of practice for seismic resistant design of buildings, standard No. 2800”. 3rd Revision, Building & Housing Research Center, Tehran, Iran.
[10] Moghddam, H. (2002). “Earthquake engineering for earthquake engineers”. Sharif University of Technology, Tehran, Iran.
[11] Bargi, Kh. (1995). “Fundamental of earthquake engineering”. Tehran University, Tehran, Iran.
[12] FEMA 273, (1997). “Provision for rehabilitation of existing structures”. Federal Emergency Management Agency.
[13] FEMA 274, (1997). “Commentary on the nehrp guidelines for the seismic rehabilitation of buildings”. Federal Emergency Management Agency.
[14] IRCOLD, (1994). “Relationship between fault length and maximum expected magnitude”. Iranian Committee of Large Dams, Internal Report.
[15] Gardner, J.K., Knopoff, L. (1974). “Is the sequence of earthquake in southern California, with aftershocks removed, Poissonian?”. Bull. Seismol. Soc. Am., Vol. 64, pp. 1363-1367.
[16] Kijko, A. (2000). “Statistical estimation of maximum regional earthquake magnitude Mmax”. Workshop of Seismicity Modeling in Seismic Hazard Mapping, Poljce, Slovenia, Geol. Survey, pp. 1-10.
[17] Gutenberg, B., Richter, C.F. (1954). “Seismicity of the earth and associated phenomena”. Princeton University Press, New Jersey.
[18] Nowroozi, A. (1985). “Empirical relations between magnitude and fault parameters for earthquakes in Iran”. Bull. Seismol. Soc. Am., Vol. 75, pp. 1327-1338.
[19] Ramazi, H.R. (1999). “Attenuation laws of Iranian earthquakes”. Proceedings of the 3rd International Conference on Seismology and Earthquake Engineering, Tehran, Iran, pp. 337-344.
[20] Ambraseys, N.N., Bommer, J.J. (1991). “The attenuation of ground accelerations in Europe”. Earthquake Eng. and Struct. Dynam.,Vol. 20, pp. 1179-1202.
[21] Ghodrati Amiri, G., Mahdavian, A., Manouchehri Dana, F. (2007). “Attenuation relationships for Iran”. J. Earthquake Eng., Vol. 11, No.4, pp. 469-492.
[22] Sarma, S.K., Srbulov, M. (1996). “A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation”. Earthquake Eng. and Struct. Dynam., Vol. 25, pp. 815-836.
[23] Bender, B., Perkins, D.M. (1987). “SEISRISK-III: A computer program for seismic hazard estimation”.U.S. Geological Survey BULLETIN 1772.