[1] Cornel, C.A. (1968), “Engineering seismic risk analysis” Bssa, Vol.58, No. 5, 1583-1606[2] Berberian M. (1973), “Preliminary Map of Epicenters and Focal Depth Geological Survey of Iran”, Historical Earthquakes in Iran, C. 300 B.C. 1900 A.D.J, Earth and Space Physics, Vol.7, 70-117.
[3] Nowroozi, A. (1985), “Empirical relations between magnitude and fault parameters for earthquakes in Iran”, Bull. Seismol. Soc Am, Vol. 75, No.5, pp. 1327-1338.
[4] Ambraseys NN, Melville CP.( 1982), “A History of Persian Earthquakes”, Cambridge University Press, Cambridge.
[ 5 [ بربریان، قریشی، ارژنگ روش و مهاجر اشجعی، ف 1364 ( ، "پژوهد و بررسی ژرف نوزمی ساخت، لرزه زمی ساخت و خ ر زمی لرزه-
گسلد در گسترده قزوی و پیرامون"، سازمان زمی شناسی کشور، گزارش شماره 61
[6] B.Tavakoli and M.Ghafori-Ashtiany (1999), “Seismic Hazard Assessment of Iran”, International Institute of Earthquake Engineering and Seismology (IIEES), ANNALI DI GEOFISICA, Vol. 42, No.6, pp. 1013-1021
[7] Ghodrati Amiri, G., Mahdavian, A., Dana, F. M. (2007), “Response on the Discussion of Attenuation relationships for Iran”, Journal of Earthquake Engineering, Vol. 11, No. 6, 1036, U–1037.
[ 8 [ خیری، م مد باقر، ف 1393 (، ت لیا خ ر لرزهای شهرستان نیشابور، رساله کارشناسیارشد با راهنمایی دکتر سی ب شی، دانش اه
کیم سبزواری
[9] Wells, D.L., Coppersmith, K.J., (1994), “New empirical relationships among magnitude, rupture length, rupture width, rupture area and surface displacement”, Bulletin of the Seismological Society of America, Vol.84,No.4, pp.974-1002.
[10] Ambraseys, N. N., Simpson, K. A., Bommer, J. J., (1996), “Prediction of horizontal response spectra in Europe”, Earthquake Engineering and Structural Dynamics, Vol. 25, No. 4, pp.371–400.
[11] Campbell, K. W., Bozorgnia, Y., (2000), “New empirical models for predicting near-source horizontal, vertical, and V/H response spectra- Implications for design”, Proceedings of the Sixth International Conference on Seismic Zonation.
[12] Ghodrati Amiri, G., Mahdavian, A., Dana, F. M., (2007) “Attenuation relationships for Iran”, Journal of Earthquake Engineering, Vol. 11, No. 4, pp. 469-492
[13] M.P.O., (2007), “Instruction for Seismic Rehabilitation of Existing Building”, Standard No 360, Management and Planning Organization.
[14] ICSRDB., (1999), “Iranian Code of Practice for Seismic Resistant Design of Buildings”, Standard building and Housing Research Center, Publication BHRC PN S 253.
[15] Ambraseys NN, Melville CP., (1982), “A History of Persian Earthquakes”, Cambridge University Press, Cambridge.
[16] IIEES: International Institute of Earthquake Engineering and Seismology.
[17] BHRC, (2005), “Iranian code of practice for seismic resistant design of buildings, standard No. 2800”. 3rd Revision, Building & Housing Research Center, Sabzevar, Iran Atluri, S.N. and Shen, S. (2002),“The Meshless Local Petrov–Galerkin (MLPG) Method”, Tech Science Press, USA.
[18] Ngdir: National Geoscience Database of Iran.
[19] USGS. U.S Geological Survey.
[20] IRCOLD., (1994), “Relationship between fault length and maximum expected magnitude”, Iranian Committee of Large Dams.
[21] Gardner, J. K,. Knopoff, L., (1974), “Is the Sequence of Earthquakes in Southern California, With Aftershocks removed Poissonian”, Bulletin of the Seismological Society of America, Vol. 64, No.5, pp. 1363-1367.
[22] Gutenberg, B., Richter, C.F., (1954), “Seismicity of the earth and associated phenomena”, Princeton University Press.
[23] Kijko A., (2000), “Statistical estimation of maximum regional earthquake magnitude Mmax”, Workshop of Seismicity Modeling in Seismic Hazard Mapping, Poljce, Slovenia,Geogolical Survey, pp. 1-10.
[24] Kijko, A., Sellevoll, M. A., (1992), “Estimation of Earthquake Hazard Parameters from Incomplete Data Files. Part II. Incorporation of Magnitude Heterogeneity”, Bulletin of the Seismological Society of America, Vol. 82, No.1, pp. 120-134.
)