[1] W.J. Del Gaudio V., Advances and problems in understanding the seismic response of potentially unstable slopes, Engineering Geology, 122(1) (2011) 73-78.
[2] M. J., Papers relating to the earthquake which occurred in India in 1819, Philosophical Magazine, 63 (1824) 105-177.
[3] B. P., Diffracted waves and displacement field over two-dimentional elevated topographies, Geophysical Journal Internationa, 171(3) (1982) 731-760.
[4] J.M.K. Kamalian M., Sohrabi Bidar A., Gatmiri B., On time-domain two-dimensional site response analysis of topographic structures by BEM, Journal of Seismology and Earthquake Engineering, 5 (2003) 5-35.
[5] S.N. Ashford S.A., Analysis of topographic amplification of inclined shear waves in a steep coastal bluff, Journal of Bulletin of the Seismological Society of America,, 87(3) (1997) 692-700.
[6] S.M.M. Jafarzadeh F., Farahi Jahromi H., On the role of topographic amplification in seismic slope instabilities, Rock Mechanics and Geotechnical Engineering, 7(2) (2015) 163-170.
[7] M.K. Kamalian M., Sohrabi Bidar A., Haghshenas E., Seismic Behavior of 2D Semi-sine Shaped Hills against Vertical SV Waves, Journal of Computational Methods in Engineering (JCME), 31(1) (2012) 25-45.
[8] F.J. Nguyen H.T., Evaluation of topography site effect in slope stability under dynamic loading, (2013).
[9] Iran national Standard No. 2800, 4 Edition, (2015).
[10] Eurocode 8, Design of structures for earthquake resistance, (2004).
[11] J. W., New French seismic code orientation, (1992).
[12] E.C. Rizzitano S., Giovanni B., Coupling of topographic and stratigraphic effects on seismic response of slopes through 2D linear and equivalent linear analyses, Soil Dynamics and Earthquake Engineering, 67 (2014) 66-84.
[13] D.I.K. Co., Geotechnical report and the supporting structure design commercial building project, (2015).
[14] K.R. Lysmer J., Finite dynamic model for infinite media, Journal of Engineering Mechanic Division ASCE, 95 (1969) 859-877.
[15] N.A.H. T., towards a complete framework for seismic analysis in Abaqus, Engineering and Computational Mechanics, 167(1) (2013) 3-12.
[16] J.B. Preisig M., Nonlinear finite element analysis of dynamic soil-foundation-structure interaction, (2005).
[17] J.M.R. Bolton M.D., Soil stiffness and damping in Structural Dynamics, (1990) 209-216.
[18] W.Q.a.W. F., FEM Seismic Analysis on the Effect of Topography and Slope Structure for Landsliding Potentioal Evaluation, Bulletin of the International Institute of Seismology and Earthquake Engineering, 46(2) (2012) 61-66.