احمدی شیروانی، مهرداد، افضلی راد، مبین و واعظ زاده، سید محسن. (1393). ارزیابی رفتار لرزهای تپههای نیمسینوسی دوگانه دارای میرایی مصالح با استفاده از روش اجزای مرزی در برابر امواج مهاجم P، هشتمین کنگره ملّی مهندسی عمران، دانشکده مهندسی عمران، بابل.
شعاری شعار، محمد (1399). شرح و درس دینامیک خاک، تهران: انتشارات نوآور.
قنبری، علی و حسینی، شیما السادات. (1395). مبانی اندرکنش خاک و سازه، تهران: دانشگاه خوارزمی.
کمالیان، محسن، جعفری، محمد کاظم و سهرابی بیدار، عبداله. (1386). رفتار لرزهای تپههای دوبعدی نیمسینوسی در برابر امواج مهاجم قائم، نشریه علمی پژوهشی استقلال، 109-130.
کمالیان، محسن، جعفری، محمد کاظم، سهرابی بیدار، عبداله و رزمخواه، آرش. (2006). بررسی اثر شکل بر پتانسیل بزرگنمایی لرزهای تپههای دو بعدی، Journal of Seismology and Earthquake Engineering، 59-70.
کمیته دائمی بازنگری آییننامه طراحی ساختمانها در برابر زلزله (1394). آییننامه طراحی ساختمانها در برابر زلزله استاندارد 2800، تهران: مرکز تحقیقات راه، مسکن و شهرسازی.
معاونت نظارت راهبردی امور نظام فنی (1392). راهنمای تحلیل و طراحی لرزهای، نشریه شماره 624.
AASHTO (2012). Design Specifications. Washington, DC: American Association of State Highway and Transportation Officials.
Afzalirad, M., Naghizadehrokni, M. & Khosravi, I. (2019). Dynamic behavior of double and triple adjacent 2D hills using boundary element method. Heliyon.
Alielahi, H. & Adampira, M. (2018). Evaluation of 2D Seismic Site Response due to Hill-Cavity Interaction Using Boundary Element Technique. Journal of Earthquake Engineering, pp. 1137-1167.
Amelsakhi, M., Sohrabi-Bidar, A. & Shareghi, A. (2014). Spectral Assessing of Topographic Effects on Seismic Behavior of Trapezoidal Hill. World Academy of Science, Engineering and Technology International Journal of Environmental, Earth Science and Engineering, pp. 6-13.
Amelsakhi, M., Sohrabi-Bidar, A. & Shareghi, A. (2017). Seismic Assessment of Trapezoidal-Shaped Hills Induced by Strong Ground Motion Records. Journal of Seismology and Earthquake Engineering, 19(4), 285-298.
Amelsakhi, M., & Harati, A. (2024). The Effect of Heterogeneity of Materials, Different Shapes and Adjacent Hills on the Seismic Response of the Hill. Indian Geotechnical Journal, 1-12.
Aminpour, P., Najafizadeh, J., Kamalian, M. & Jafari, M. K. (2015). Seismic Response of 2D Triangular-Shaped Alluvial Valleys to Vertically Propagating Incident SV Waves. Journal of Seismology and Earthquake Engineering, pp. 89-101.
Ashford, S. A., Sitar, N., Lysmer, J. & Deng, N. (1997). Topographic Effects on the Seismic Response of Steep Slopes. Bulletin of the Seismological Society of America, pp. 701-709.
Assimaki, D., Kausel, E. & Gazetas, G. (2005). Soil-Dependent Topographic Effects: A Case Study from the 1999 Athens Earthquake. Earthquake Spectra, pp. 929-966.
Bakavoli, M. K., Haghshenas, E., Bolouri Bazzaz, J. & Bakavoli, M. K. (2012). Effect of Nearby Topography on Amplification of Seismic Motion in Topographic Irregularities: The Case of a Hilly Site in Tehran. Lisbon, Portugal, 15th World Conference on Earthquake Engineering 2012 (15WCEE).
Bard, P.-Y. (1982). Diffracted waves and displacement field over two-dimensional
elevated topographies. Geophysical Journal International, pp. 731-760.
Bouchon, M. (1973). EFFECT OF TOPOGRAPHY ON SURFACE MOTION. Bulletin of the Seismological Society of America, pp. 615-632.
Bouckovalas, G. D. & Kouretzis, G. P. (2001). Stiff soil amplification effects in the 7 September 1999 Athens (Greece) earthquake. Soil Dynamics and Earthquake Engineering, pp. 671-687.
Bouckovalas, G. D. & Papadimitriou, A. G. (2005). Numerical evaluation of slope topography effects on seismic ground motion. Soil Dynamics and Earthquake Engineering, pp. 547-558.
Brando, G., Pagliaroli, A., Cocco, G. & Buccio, F. D. (2020). Site effects and damage scenarios: The case study of two historic centers following the 2016 Central Italy earthquake. Engineering Geology.
Chiaradonna, A. et al. (2023). Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake. Soils and Foundations.
Criber, E., Brando, G. & Matteis, G. D. (2015). The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis. Bull Earthquake Eng, pp. 3713-3732.
Das, Braja M. (1994). Principles of Geotechnical Engineering. Boston: PWS Publishing Company.
Dravinski, M. & Mossessian, T. K. (1987). Scattering of Plane Harmonic Waves by Multiple Dipping Layers of Arbitrary Shape. Developments in Geotechnical Engineering, pp. 91-105.
Geli, L. & Bard, P.-Y. (1988). The effect of topography on earthquake ground motion: A review and new results. Bulletin of the SeismologicalSociety of America, pp. 42-63.
Gercek, H. (2007). Poisson’s Ratio Values for Rocks. International Journal of Rock Mechanics & Mining Sciences, pp. 1-13.
Gonza´lez, J. et al. (2004). Site effects of the 1997 Cariaco, Venezuela earthquake. Engineering Geology, pp. 143-177.
Hussain, K. et al. (2022). GEOTECHNICAL PARAMETER ASSESSMENT AND BEARING CAPACITY ANALYSIS FOR THE FOUNDATION DESIGN. Earth Science Malaysia, pp. 136-145.
Isari, M. & Tarinejad, R. (2021). Introducing an effective coherence function to generate non-uniform ground motion on topographic site using time-domain boundary element method. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, Volume 20, pp. 89-100.
Isari, M., Tarinejad, R., Sobhkhiz Foumani, R. & Alavi, S. A. (2020). Investigation of seismic response of topography under recorded excitation using boundary element method. SN Applied Sciences.
Itasca (2005). Fast Lagrangian Analysis of Continua - User's Manual. Minneapolis: Itasca Consulting Group.
Kamalian, M., Gatmiri, B. & Sohrabi-Bidar, A. (2003). On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM. Journal of Seismology and Earthquake Engineering, pp. 35-45.
Kamalian, M., Gatmiri, B., Sohrabi-Bidar, A. & Khalaj, A. (2006a). Amplification pattern of 2D semi-sine-shaped valleys subjected to vertically propagating incident waves. Communications in Numerical Methods in Engineering, pp. 871-887.
Kamalian, M. et al. (2006c). Time-domain two-dimensional site response analysis of non-homogeneous topographic structures by a hybrid BE/FE method. Soil Dynamics and Earthquake Engineering, p. 753–765.
Kamalian, M., Jafari, M. K., Sohrabi-Bidar, A. & Razmkhah, A. (2008). Seismic Response of 2-D Semi-Sine Shaped Hills to Vertically Propagating Incident Waves: Amplification Patterns and Engineering Applications. Earthquake Spectra, pp. 405-430.
Kawase, H. (1988). Time-domain response of a semi-circular canyon for incident SV, P, and Rayleigh waves calculated by the discrete wavenumber boundary element method. Bulletin of the Seismological Society of America, pp. 1415-1437.
Kawase, H. (1996). The Cause of the Damage Belt in Kobe: "The Basin-Edge Effect, " Constructive Interference of the Direct S-Wave with the Basin-Induced Diffracted/Rayleigh Waves. Seismological Research Letters, pp. 25-34.
Kuhlemeyer, R. L. & Lysmer, J. (1973). Finite Element Method Accuracy for Wave Propagation Problems. Journal of the Soil Mechanics and Foundations Division, pp. 421-427.
Liu, G., Chen, H., Liu, D. & Khoo, B. (2010). Surface Motion of a Half-Space with Triangular and Semicircular Hills under Incident SH Waves. Bulletin of the Seismological Society of America, pp. 1306-1319.
Maleki, M. & Khodakarami, M. I. (2017). Feasibility analysis of using MetaSoil scatterers on the attenuation of seismic amplification in a site with triangular hill due to SV-waves. Soil Dynamics and Earthquake Engineering, pp. 169-182.
Massa, M., Barani, S. & Lovati, S. (2014). Overview of topographic effects based on experimental observations: meaning, causes and possible interpretations. Geophysical Journal International Advance Access.
Navarrete, M., Godínez, F. & Villagrán-Muniz, M. (2013). Elastic Properties of Compacted Clay Soils by Laser Ultrasonics. International Journal of Thermophysics, pp. 1810-1816.
Nguyen, K.-V. & Gatmiri, B. (2007). Evaluation of seismic ground motion induced by topographic irregularity. Soil Dynamics and Earthquake Engineering, pp. 183-188.
Pagliaroli, A. et al. (2018). Assessment of site effects in the Kathmandu valley, Nepal, during the 2015 Mw 7.8 Gorkha earthquake sequence using 1D and 2D numerical modelling. Engineering Geology.
Panji, M. & Habibivand, M. (2020). Seismic analysis of semi-sine shaped alluvial hills above subsurface circular cavity. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, pp. 903-917.
Panzera, F. et al. (2018). Correlation between earthquake damage and seismic site effects: The study case of Lentini and Carlentini, Italy. Engineering Geology, pp. 149-162.
Paolucci, R. (2002). EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, pp. 1831-1853.
Pelekis, P. et al. (2017). Surface topography and site stratigraphy effects on the seismic response of a slope in the Achaia-Ilia (Greece) 2008 Mw6.4 earthquake. Soil Dynamics and Earthquake Engineering, pp. 538-554.
Sanchez-sesma, F. J. (1987). Site effects on strong ground motion. Soil Dynamics and Earthquake Engineering, pp. 124-132.
Sanchez-sesma, F. J. & Campillo, M. (1991). DIFFRACTION OF P, SV, AND RAYLEIGH WAVES BY TOPOGRAPHIC FEATURES: A BOUNDARY INTEGRAL FORMULATION. Bulletin of the Seismological Society of America, pp. 2234-2253.
Sanchez-sesma, F. J. & Campillo, M. (1993). Topographic effects for incident P, SV and Rayieigh waves. Tectunophysics, pp. 113-125.
Sextos, A. et al. (2018). Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence. The Professional Journal of the Earthquake Engineering Research Institute.
Sohrabi-Bidar, A., Amelsakhi, M., Shareghi, A. & Maghami, S. (2019). Seismic Amplification of Peak Ground Acceleration, Velocity, and Displacement by Two-Dimensional Hills. Iranian Journal of Geophysics, pp. 68-81.
Sohrabi-Bidar, A. & Kamalian, M. (2013). Effects of three-dimensionality on seismic response of Gaussian-shaped hills for simple incident pulses. Soil Dynamics and Earthquake Engineering, p. 1–12.
Sohrabi-Bidar, A., Kamalian, M. & Jafari, M. K. (2010). Seismic response of 3-D Gaussian-shaped valleys to vertically propagating incident waves. Geophysical Journal International, pp. 1429-1442.
Tertulliani, A. (1999). Site effects as inferred from damage severity observation. GEOPHYSICAL RESEARCH LETTERS, pp. 1989-1992.
Tertulliani, A. & Maramai, A. (1998). Macroseismic evidence and site effects for the Lunigiana (Italy) 1995 Earthquake. Journal of Seismology, pp. 209-222.
Wair, B. R., DeJong, J. T. & Shantz, T. (2012). Guidelines for Estimation of Shear Wave Velocity. Headquarters at the University of California: PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER.
Wong, H. (1982). EFFECT OF SURFACE TOPOGRAPHY ON THE DIFFRACTION OF P, SV, AND RAYLEIGH WAVES. Bulletin of the Seismological Society of America, Volume 72, pp. 1167-1183.
Zhang, B., Papageorgiou, A. S. & Tassoulas, J. L. (1998). A Hybrid Numerical Technique, Combining the Finite-Element and Boundary-Element Methods, for Modeling the 3D Response of 2D Scatterers. Bulletin of the SeismologicalSociety of America, pp. 1036-1050.