[1] پنجی، م.، کمالیان، م.، عسگری مارنانی، ج.، جعفرکاظم، م.ک. (1391)."مروری بر ادبیات فنی تحلیل لرزهای عوارض توپوگرافی تحت امواج مهاجم "SH، پژوهشنامه زلزلهشناسی و مهندسی زلزله، دوره 15، شماره 4، ش.ص. 21-35.
[2] Simons, D. A. (1980). “Scattering of SH waves by thin, semi-infinite inclusions”, International Journal of Solids and Structures, 16(2), 177-192..
[3] Varadan, V. K., & Varadan, V. V. (1979). “Frequency dependence of elastic (SH-) wave velocity and attenuation in anisotropic two phase media”, Wave Motion, 1(1), 53-63.
[4] Wang, Y. S., & Wang, D. (1996). “Scattering of elastic waves by a rigid cylindrical inclusion partially debonded from its surrounding matrix—I. SH case”, International journal of solids and structures, 33(19), 2789-2815.
[5] Doyum, A. B., & Erdogan, F. (1991). “An elastic half-space containing a flat inclusion under a harmonic surface load”, Journal of sound and vibration, 147(1), 13-37.
[6] Baganas, K., Charalambopoulos, A., & Manolis, G. D. (2005). “Detection of spherical inclusions in a bounded, elastic cylindrical domain”, Wave motion, 41(1), 13-28.
[7] Manoogian, M. E., & Lee, V. W. (1996). “Diffraction of SH-waves by subsurface inclusions of arbitrary shape”, Journal of Engineering Mechanics, 122(2), 123-129.
[8] Imhof, M. G. (2004). “Computing the elastic scattering from inclusions using the multiple multipoles method in three dimensions”, Geophysical Journal International, 156(2), 287-296.
[9] Kanaun, S., & Levin, V. (2013). “Scattering of elastic waves on a heterogeneous inclusion of arbitrary shape: An efficient numerical method for 3D-problems”, Wave Motion, 50(4), 687-707.
[10] Lee, J., Lee, H., & Jeong, H. (2016). “Numerical analysis of SH wave field calculations for various types of a multilayered anisotropic inclusion”, Engineering Analysis with Boundary Elements, 64, 38-67.
[11] Nakasone, Y., Nishiyama, H., & Nojiri, T. (2000). “Numerical equivalent inclusion method: a new computational method for analyzing stress fields in and around inclusions of various shapes”, Materials Science and Engineering: A, 285(1), 229-238.
[12] Chen, M. C., & Ping, X. C. (2009). “A novel hybrid finite element analysis of inplane singular elastic field around inclusion corners in elastic media”, International Journal of Solids and Structures, 46(13), 2527-2538.
[13] Parvanova, S. L., Vasilev, G. P., Dineva, P. S., & Manolis, G. D. (2016). “Dynamic analysis of nano-heterogeneities in a finite-sized solid by boundary and finite element methods”, International Journal of Solids and Structures, 80, 1-18.
[14] Beskos, D. E. (1997). “Boundary element methods in dynamic analysis: Part II (1986–1996) ”, Appl. Mech. Rev, 50(3), 149-197.
[15] Dominguez, J., & Meise, T. (1991). “On the use of the BEM for wave propagation in infinite domains”, Engineering Analysis with Boundary Elements, 8(3), 132-138.
[16] Panji, M., Asgari Marnani, J., & Tavousi Tafreshi, S. (2012). “Evaluation of effective parameters on the underground tunnel stability using BEM”, Journal of Structural Engineering and Geo-Techniques, 29-37.
[17] Panji, M., Koohsari, H., Adampira, M., Alielahi, H., & Marnani, J. A. (2016). “Stability analysis of shallow tunnels subjected to eccentric loads by a boundary element method”, Journal of Rock Mechanics and Geotechnical Engineering, 8(4), 480-488.
[18] Hadley, P.K., Askar, A., & Calmak, A.S. (1989), “Scattering of waves by inclusions in a nonhomogeneous elastic half space solved by boundary element methods”, Technical Report NCEER-89-0027.
[19] Rus, G., & Gallego, R. (2005). “Boundary integral equation for inclusion and cavity shape sensitivity in harmonic elastodynamics”, Engineering analysis with boundary elements, 29(1), 77-91.
[20] Dravinski, M., & Yu, M. C. (2011). “Scattering of plane harmonic SH waves by multiple inclusions”, Geophysical Journal International, 186(3), 1331-1346.
[21] Dravinski, M., & Sheikhhassani, R. (2013). “Scattering of a plane harmonic SH wave by a rough multilayered inclusion of arbitrary shape”, Wave Motion, 50(4), 836-851.
[22] Parvanova, S. L., Dineva, P. S., Manolis, G. D., & Kochev, P. N. (2014). “Dynamic response of a solid with multiple inclusions under anti-plane strain conditions by the BEM”, Computers & Structures, 139, 65-83.
[23] Sheikhhassani, R., & Dravinski, M. (2016). “Dynamic stress concentration for multiple multilayered inclusions embedded in an elastic half-space subjected to SH-waves”, Wave Motion, 62, 20-40.
[24] Dong, C. Y., Lo, S. H., & Cheung, Y. K. (2004). “Numerical solution for elastic half-plane inclusion problems by different integral equation approaches”, Engineering analysis with boundary elements, 28(2), 123-130.
[25] Panji, M., & Ansari, B. (2017). “Modeling pressure pipe embedded in two-layer soil by a half-plane BEM”, Computers and Geotechnics, 81, 360-367.
[26] Ba, Z., & Yin, X. (2016). “Wave scattering of complex local site in a layered half-space by using a multidomain IBEM: incident plane SH waves”, Geophysical Journal International, 205(3), 1382-1405.
[27] Kamalian, M., Jafari, M. K., Sohrabi-Bidar, A., Razmkhah, A., & Gatmiri, B. (2006). “Time-domain two-dimensional site response analysis of non-homogeneous topographic structures by a hybrid BE/FE method”, Soil Dynamics and Earthquake Engineering, 26(8), 753-765.
[28] 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, 24(2), 405-430.
[29] Panji, M., Kamalian, M., Marnani, J. A., & Jafari, M. K. (2013). “Transient analysis of wave propagation problems by half-plane BEM”, Geophysical Journal International, 194(3), 1849-1865.
[30] پنجی، م.، کمالیان، م.،عسگری مارنانی، ج.، جعفری، م.ک.، (1392)، "الگوی بزرگنمایی درههای نیمسینوس در برابر امواج مهاجم قائم SH"، روشهای عددی در مهندسی، 1392، دوره 32، شماره 2، ش.ص. 78-111.
[31] Panji, M., Kamalian, M., Asgari Marnani, J., & Jafari, M. K. (2014). “Analysing seismic convex topographies by a half-plane time-domain BEM”, Geophysical Journal International, 197(1), 591-607.
[32] Panji, M., Kamalian, M., Asgari Marnani, J., & Jafari, M. K. (2014). “Antiplane seismic response from semi-sine shaped valley above embedded truncated circular cavity: a time-domain half-plane BEM”, International Journal of Civil Engineering, Transaction B: Geotechnical Engineering, 12(2), 193-206.
[33] پنجی، م.، فخرآور، ا.ع.، (1396)، "الگوی بزرگنمایی لرزهای سطح زمین در حضور تونل زیرزمینی نعلاسبی تحت امواج مهاجم SH"، پژوهشنامه زلزله شناسی و مهندسی زلزله، دوره 4، شماره 2، ش.ص. 46-66 .
[34] Feng, Y. D., Wang, Y. S., & Zhang, Z. M. (2003). “Transient scattering of SH waves from an inclusion with a unilateral frictional interface—a 2D time domain boundary element analysis”, International Journal for Numerical Methods in Biomedical Engineering, 19(1), 25-36.
[35] Huang, Y., Crouch, S. L., & Mogilevskaya, S. G. (2005). “A time domain direct boundary integral method for a viscoelastic plane with circular holes and elastic inclusions”, Engineering analysis with boundary elements, 29(7), 725-737.
[36] Mykhas’kiv, V. (2005). “Transient response of a plane rigid inclusion to an incident wave in an elastic solid”, Wave motion, 41(2), 133-144.
[37] Eringen, A. C. (1975). Elastodynamics. vol. 2, linear theory. Academic Press.
[38] Brebbia, C.A., Dominguez, J., (1989). Boundary elements an introductory course. Southampton. Boston: Computational Mechanics Publications
[39] Dominguez, J., (1993). Boundary elements in dynamics. Southampton, Boston: Computational Mechanics Publications.
[40] Reinoso, E., Wrobel, L. C., & Power, H. (1993). “Preliminary results of the modelling of the Mexico City valley with a two-dimensional boundary element method for the scattering of SH waves”, Soil Dynamics and Earthquake Engineering, 12(8), 457-468.
[41] Ricker, N. (1953). “The form and laws of propagation of seismic wavelets”, Geophysics, 18(1), 10-40.
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