A multi-domain IBEM for the wave scattering and diffraction of P- and SV-waves by complex local sites

References

• Trifunac MD. Surface motion of a semi-cylindrical alluvial valley for incident plane SH waves. Bull Seismol Soc Am. 1971;61:1755–1770.
   Web of Science ®Google Scholar
• Gao YF, Zhang N, Li DY, et al. Effects of topographic amplification Induced by a U-Shaped Canyon on seismic waves. Bull Seismol Soc Am. 2012;102:1748–1763. doi: 10.1785/0120110306
   Web of Science ®Google Scholar
• Gao YF, Zhang N. Scattering of cylindrical SH waves induced by a symmetrical V-shaped canyon: near-source topographic effects. Geophys J Int. 2013;193:874–885. doi: 10.1093/gji/ggs119
   Web of Science ®Google Scholar
• Chen JT, Chen PY, Chen CT. Surface motion of multiple alluvial valleys for incident plane SH-waves by using a semi-analytical approach. Soil Dyn Earthq Eng. 2008;28:58–72. doi: 10.1016/j.soildyn.2007.04.001
   Web of Science ®Google Scholar
• Dravinski M, Mossessian TK. Scattering of plane harmonic P-, SV-, and Rayleigh waves by dipping layers of arbitrary shape. Bull Seismol Soc Am. 1987;77:212–235.
   Web of Science ®Google Scholar
• Liu ZX, Liang JW, Huang YH, et al. IBIEM modelling of the amplification of seismic waves by a three-dimensional layered alluvial basin. Geophys J Int. 2015;2:999–1023.
   Google Scholar
• Luzon F, Ramirez L, Sanchez-Sesma FJ, et al. Propagation of SH elastic waves in deep sedimentary basins with an oblique velocity gradient. Wave Motion. 2003;38:11–23. doi: 10.1016/S0165-2125(03)00012-X
   Web of Science ®Google Scholar
• Gatmiri B, Amini-baneh D. Impact of geometrical and mechanical characteristics on the spectral response of sediment-filled valleys. Soil Dyn Earthq Eng. 2014;67:233–250. doi: 10.1016/j.soildyn.2014.10.003
   Web of Science ®Google Scholar
• Boore DM. A note on the effect of simple topography on seismic SH waves. Bull Seismol Soc Am. 1972;62:275–284.
   Web of Science ®Google Scholar
• Yuan XM, Men FL. Scattering of plane SH-waves by a semi-cylindrical hill. Earthquake Engineering and Structural Dynamics. 1992;21:1091–1098. doi: 10.1002/eqe.4290211205
   Web of Science ®Google Scholar
• Liang JW, Fu J. Surface motion of a semi-elliptical hill for incident plane SH-waves. Earthquake Science. 2011;24:447–462. doi: 10.1007/s11589-011-0807-1
   Google Scholar
• Tsaur DH. Scattering and focusing of SH-waves by a lower semi-elliptic convex topography. Bull Seismol Soc Am. 2011;101:2212–2219. doi: 10.1785/0120100324
   Web of Science ®Google Scholar
• Sanchez-Sesma FJ, Herrrra I, Aviles J. A boundary method for elastic wave diffraction: Application to scattering of SH-waves by surface irregularities. Bull Seismol Soc Am. 1982;72:473–490.
   Web of Science ®Google Scholar
• Chen JT, Lee JW, Wu CF, et al. SH-wave diffraction by a semi-circular hill revisited: A null-field boundary integral equation method using degenerate kernels. Soil Dyn Earthq Eng. 2011;31:729–736. doi: 10.1016/j.soildyn.2010.12.001
   Web of Science ®Google Scholar
• Chen JT, Lee JW, Shyu WS. SH wave scattering by a semi-elliptical hill using null-field integral equation method and a hybrid method. Geophys J Int. 2012;188:177–194. doi: 10.1111/j.1365-246X.2011.05240.x
   Web of Science ®Google Scholar
• Chen JT, Kao SK, Hsu YH, et al. Scattering problems of the SH wave by using the null-field boundary integral equation method. J Earthquake Eng. 2018;22:1–35. doi: 10.1080/13632469.2015.1104756
   Web of Science ®Google Scholar
• Liang JW, Liu ZX, Huang L, et al. The indirect boundary integral equation method for the broadband scattering of plane P, SV and Rayleigh waves by a hill topography. Eng Anal Bound Elem. 2019;98:184–202. doi: 10.1016/j.enganabound.2018.09.018
   Web of Science ®Google Scholar
• Pao YH, Mow CC. The diffraction of elastic waves and dynamic stress concentrations. New York: Crane Russak; 1973. p. 872–872.
   Google Scholar
• Manoogian ME, Lee VW. Diffraction of SH-waves by subsurface inclusions of arbitrary shape. Journal of Engineering Mechanics. 1996;122:123–129. doi: 10.1061/(ASCE)0733-9399(1996)122:2(123)
   Web of Science ®Google Scholar
• Dravinski M. Ground motion amplification due to elastic inclusions in a half-space. Earthq Eng Struct Dyn. 1983;11:313–335. doi: 10.1002/eqe.4290110303
   Web of Science ®Google Scholar
• Dravinski M, Yu MC. Scattering of plane harmonic SH waves by multiple inclusions. Geophys J Int. 2011;186:1331–1346. doi: 10.1111/j.1365-246X.2011.05111.x
   Web of Science ®Google Scholar
• Sheikhhassani R, Dravinski M. Scattering of a plane harmonic SH wave by multiple layered inclusions. Wave Motion. 2014;51:517–532. doi: 10.1016/j.wavemoti.2013.12.002
   Web of Science ®Google Scholar
• Chen JT, Chen CT, Chen PY, et al. A semi-analytical approach for radiation and scattering problems with circular boundaries. Comput. Methods Appl. Mech. Engrg. 2007;196:2751–2764. doi: 10.1016/j.cma.2007.02.004
   Web of Science ®Google Scholar
• Chen JT, Lee JW, Tu YC. Focusing phenomenon and near-trapped modes of SH waves. Earthquake Engineering and Engineering Vibration. 2016;15:477–486. doi: 10.1007/s11803-016-0337-x
   Web of Science ®Google Scholar
• Lee W, Chen JT, Chen PY, et al. Dynamic Green’s functions for multiple circular inclusions with imperfect interfaces using the collocation multipole method. Eng Anal Bound Elem. 2018;94:113–121. doi: 10.1016/j.enganabound.2018.06.005
   Web of Science ®Google Scholar
• Lee SJ, Komatitsch D, Huang BS, et al. Effects of topography on seismic-wave propagation: An example from northern Taiwan. Bull Seismol Soc Am. 2009;99:314–325. doi: 10.1785/0120080020
   Web of Science ®Google Scholar
• Hartzell S, Ramirez-Guzman L, Meremonte M, et al. Ground motion in the presence of complex topography II: earthquake sources and 3-D simulations. Bull Seismol Soc Am. 2017;107:344–358. doi: 10.1785/0120160159
   Web of Science ®Google Scholar
• Ba ZN, Yin X. Wave scattering of complex local site in a layered half-space by using a multi-domain IBEM: incident plane SH waves. Geophys J Int. 2016;205:1382–1405. doi: 10.1093/gji/ggw090
   Web of Science ®Google Scholar
• Chen JT, Tueh CY, Chang YL, et al. Why dual boundary element method is necessary. Eng Anal Bound Elem. 2017;76:59–68. doi: 10.1016/j.enganabound.2016.11.011
   Web of Science ®Google Scholar
• Chen JT, Lee YT, Lin YJ. Scattering of sound from point sources by multiple circular cylinders using addition theorem and superposition technique. Numer Methods Partial Differ Equ. 2011;27:1365–1383. doi: 10.1002/num.20583
   Web of Science ®Google Scholar
• Lee WM, Chen JT. Computation of scattering of a plane wave from multiple prolate spheroids using the collocation mulpole method. J Acoust Soc Am. 2016;140:2235–2246. doi: 10.1121/1.4963089
   PubMed Web of Science ®Google Scholar
• Lee WM, Chen JT. The collocation multipole method for solving multiple scattering problems with circular boundaries. Eng Anal Bound Elem. 2014;48:102–112. doi: 10.1016/j.enganabound.2014.06.012
   Web of Science ®Google Scholar
• Sanchez-Sesma FJ, Campillo M. Diffraction of P, SV, and Rayleigh waves by topographic features: a boundary integral formulation. Bull Seismol Soc Am. 1991;72:473–490.
   Google Scholar
• de Barros FCP, Luco JE. Amplication of obliquely incident waves by a cylindrical valley embedded in a layered half-space. Soil Dynamics & Earthquake Engineering. 1995;14:163–175. doi: 10.1016/0267-7261(94)00047-K
   Web of Science ®Google Scholar
• Yu CW, Dravinski M. Scattering of plane harmonic P, SV and Rayleigh waves by a completely embedded corrugated elastic inclusion. Wave Motion. 2010;47:156–167. doi: 10.1016/j.wavemoti.2009.10.001
   Web of Science ®Google Scholar
• Wolf JP. Dynamic Soil Structure interaction. Englewood Cliffs: Prentice-Hall; 1985.
   Google Scholar
• Lamb H. On the propagation of tremors over the surface of an elastic solid. Philosophical Transactions of the Royal Society of London, A. 1904;203:1–42. doi: 10.1098/rsta.1904.0013
   Google Scholar
• Wolf JP, Obernhuber P. Free-field response from inclined SV- and P-waves and Rayleigh- waves. Earthq Eng Struct Dyn. 1982;10:847–869. doi: 10.1002/eqe.4290100608
   Web of Science ®Google Scholar