1. Stöcklin, J., 1968. Structural history and tectonics of Iran: a review. AAPG bulletin, 52(7), pp.1229-1258. doi.org/10.1306/5D25C4A5-16C1-11D7-8645000102C1865D
2. Takin, M., 1972. Iranian geology and continental drift in the Middle East. nature, 235(5334), pp.147-150. doi.org/10.1038/235147a0
3. Nowroozi, A.A., 1976. Seismotectonic provinces of Iran. Bulletin of the Seismological Society of America, 66(4), pp.1249-1276. doi.org/10.1785/BSSA0660041249
4. Mirzaei, N., Mengtan, G. and Yuntai, C., 1998. Seismic source regionalization for seismic zoning of Iran: Major seismotectonic provinces. Journal Of Earthquake Prediction Research, 7, pp.465-495.
5. Makiabadi, H.Y., Nasrabadi, A. and Sepahvand, M.R., 2021. Attenuation of ground-motion spectral amplitudes in central and eastern Iran. Physics of the Earth and Planetary Interiors, 310, p.106598. doi.org/10.1016/j.pepi.2020.106598
6. Pourzeynali, S. and Khadivyan, A., 2022. Attenuation relationships for horizontal and vertical peak and spectral accelerations for alborz zone of iran. Journal of Earthquake Engineering, 26(14), pp.7469-7485. doi.org/10.1080/13632469.2021.1964645
7. Zare, M., Bard, P.Y. and Ghafory-Ashtiany, M., 1999. Site characterizations for the Iranian strong motion network. Soil Dynamics and Earthquake Engineering, 18(2), pp.101-123. doi.org/10.1016/S0267-7261(98)00040-2
8. Nowroozi, A.A., 2005. Attenuation relations for peak horizontal and vertical accelerations of earthquake ground motion in iran: a preliminary analysis. Journal of Seismology and Earthquake Engineering, 7(2), pp.109-128.
9. Ghasemi, H., Zare, M., Fukushima, Y. and Koketsu, K., 2009. An empirical spectral ground-motion model for Iran. Journal Of Seismology, 13, pp.499-515. doi.org/10.1007/s10950-008-9143-x
10. Soghrat, M.R., Khaji, N. and Zafarani, H., 2012. Simulation of strong ground motion in northern Iran using the specific barrier model. Geophysical Journal International, 188(2), pp.645-679. doi.org/10.1111/j.1365-246x.2011.05287.x
11. Zafarani, H. and Soghrat, M., 2012. Simulation of ground motion in the Zagros region of Iran using the specific barrier model and the stochastic method. Bulletin of the Seismological Society of America, 102(5), pp.2031-2045. doi.org/10.1785/0120110315
12. Sedaghati, F. and Pezeshk, S., 2017. Partially nonergodic empirical ground‐motion models for predicting horizontal and vertical PGV, PGA, and 5% damped linear acceleration response spectra using data from the Iranian plateau. Bulletin of the Seismological Society of America, 107(2), pp.934-948. doi.org/10.1785/0120160205
13. Kotha, S.R., Bindi, D. and Cotton, F., 2016. Partially non-ergodic region specific GMPE for Europe and Middle-East. Bulletin of Earthquake Engineering, 14, pp.1245-1263. doi.org/10.1007/s10518-016-9875-x
14. Farajpour, Z., Pezeshk, S. and Zare, M., 2019. A new empirical ground‐motion model for Iran. Bulletin of the Seismological Society of America, 109(2), pp.732-744. doi.org/10.1785/0120180139
15. Hassani, N., Ghodrati Amiri, G., Bararnia, M. and Sinaeian, F., 2017. Ground motion prediction equation for inelastic spectral displacement in Iran. Scientia Iranica, 24(1), pp.164-182. doi.org/10.24200/SCI.2017.4023
16. Campbell, K.W. and Bozorgnia, Y., 2014. NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra. Earthquake Spectra, 30(3), pp.1087-1115. doi.org/10.1193/062913eqs175m
17. Zafarani, H. and Soghrat, M.R., 2023. An Empirical Spectral Ground-Motion Model for Iran Using Truncated Iranian Strong-Motion Database Enriched by Near-Field Records. Journal of Earthquake Engineering, pp.1-24. doi.org/10.1080/13632469.2023.2226223
18. Douglas, J., 2021. Ground motion prediction equations 1964–2021. Department of Civil and Environmental Engineering University of Strathclyde, Glasgow, United Kingdom.
19. Ghodrati Amiri, G., Zahedi, M., Mahdavian, A. and Gholami, S., 2004. Appropriate frequency band for correcting Iranian accelerograms in different site condition. Journal of Faculty of Engineering, University of Tehran, 38(2), pp. 231-249. [In Persian].
20. Heath, D.C., Wald, D.J., Worden, C.B., Thompson, E.M. and Smoczyk, G.M., 2020. A global hybrid VS 30 map with a topographic slope–based default and regional map insets. Earthquake Spectra, 36(3), pp.1570-1584. doi.org/10.1177/87552930209111
21. Farajpour, Z., Zare, M., Pezeshk, S., Ansari, A. and Farzanegan, E., 2018. Near-source strong motion database catalog for Iran. Arabian Journal of Geosciences, 11, pp.1-16. doi.org/10.1007/s12517-018-3413-x
22. Wells, D.L. and 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, 84(4), pp.974-1002. doi.org/10.1785/BSSA0840040974
23. Kaklamanos, J., Baise, L.G. and Boore, D.M., 2011. Estimating unknown input parameters when implementing the NGA ground-motion prediction equations in engineering practice. Earthquake Spectra, 27(4), pp.1219-1235. doi.org/10.1193/1.3650372
24. Gardner, J.K. and Knopoff, L., 1974. Is the sequence of earthquakes in Southern California, with aftershocks removed, Poissonian?. Bulletin Of The Seismological Society Of America, 64(5), pp.1363-1367. doi.org/10.1785/bssa0640051363
25. Building and Housing Research Center, 2014. Iranian code of practice for seismic resistant design of buildings. Standard No. 2800. [In Persian].
26. Council, B.S.S., 2009. NEHRP recommended seismic provisions for new buildings and other structures. Rep. FEMA P, 750.
27. Lindstrom, M.J. and Bates, D.M., 1990. Nonlinear mixed effects models for repeated measures data. Biometrics,pp.673-687. doi.org/10.2307/2532087
28. Atik, L.A., Abrahamson, N., Bommer, J.J., Scherbaum, F., Cotton, F. and Kuehn, N., 2010. The variability of ground-motion prediction models and its components. Seismological Research Letters, 81(5), pp.794-801. doi.org/10.1785/gssrl.81.5.794
29. Walling, M., Silva, W. and Abrahamson, N., 2008. Nonlinear site amplification factors for constraining the NGA models. Earthquake Spectra, 24(1), pp.243-255. doi.org/10.1193/1.2934350
30. Silva, W.J., 2005. Site response simulations for the NGA project. Report prepared for the Pacific Earthquake Engineering Research Center.