Abstract
To solve seismic wave scattering by a large-scale three-dimensional (3-D) hill topography, a fast parallel indirect boundary element method (IBEM) is developed by proposing a new construction method for the wave field, modifying the generalized minimum residual (GMRES) algorithm and constructing an OpenMP plus MPI parallel model. The validations of accuracy and efficiency show that this method can solve 3-D seismic response of a large-scale hill topography for broadband waves, and overcome the weakness of large storage and low efficiency of the traditional IBEM. Based on this new algorithm architecture, taking the broadband scattering of plane SV waves by a large-scale Gaussian-shaped hill of thousands-meters height as an example, the influence of several important parameters is investigated, including the incident frequency, the incident angle and the height-width and length-width ratio of the hill. The numerical results illustrate that the amplification effect on the ground motion by a near-hemispherical hill is more significant than the narrow hill. For low-frequency waves, the scattering effect of the higher hill is more pronounced, and there is only a single peak near the top of the hill. However, for high-frequency waves, rapid spatial variation of displacement amplitude appears on the hill surface.
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References
Adhikary S and Singh Y (2019), “Effect of Site Amplification on Inelastic Seismic Response,” Earthquake Engineering and Engineering Vibration, 18(3): 535–554.
Amornwongpaibun A, Luo H and Lee V W (2016), “Scattering of Anti-Plane (SH) Waves by a Shallow Semi-Elliptical Hill with a Concentric Elliptical Tunnel,” Journal of Earthquake Engineering, 20(3): 363–382.
Ba ZN and Liang JW (2015), “Three-Dimensional Responses of a Hill in a Layered Half-Space for Obliquely Incident Rayleigh Waves,” Scientia Sinica Technologica, 45(8): 874.
Bard PY (1982), “Diffracted Waves and Displacement Field over Two-Dimensional Elevated Topographies,” Geophysical Journal International, 71(3): 731–760.
Bouchon M and Barker JS (1996), “Seismic Response of a Hill: the Example of Tarzana, California,” Bulletin of the Seismological Society of America, 86(1A): 66–72.
Bouchon M, Schultz C A and Toksöz M N (1996), “Effect of Three-Dimensional Topography on Seismic Motion,” Journal of Geophysical Research: Solid Earth., 101(B3): 5835–5846.
Bouchon M, Schultz C A and Toksöz M N (1995), “A Fast Implementation of Boundary Integral Equation Methods to Calculate the Propagation of Seismic Waves in Laterally Varying Layered Media,” Bulletin of the Seismological Society of America, 85(6): 1679–1687.
Chen JT, Lee JW and Shyu WS (2012), “SH-Wave Scattering by a Semi-Elliptical Hill Using a Null-Field Boundary Integral Equation Method and a Hybrid Method,” Geophysical Journal International, 188(1): 177–194.
Chen JT, Lee JW, Wu CF, et al. (2011), “SH-Wave Diffraction by a Semi-Circular Hill Revisited: a Null-Field Boundary Integral Equation Method Using Degenerate Kernels,” Soil Dynamics and Earthquake Engineering, 31(5): 729–736.
Cui ZG, Zou YC and Liu DK (1998), “Sattering of Plane SH-Wave by Cylindrical Hill of Circular-Arc Cross Section,” Earthquake Engineering and Engineering Vibration, 18(4): 8–14. (in Chinese)
Dagum L and Menon R (1998), “OpenMP: an Industry Standard API for Shared-Memory Programming,” IEEE Computational Science & Engineering, 5(1): 46–55.
Eshraghi H and Dravinski M (1989), “Scattering of Plane Harmonic SH, SV, P and Rayleigh Waves by Non-Axisymmetric Three-Dimensional Canyons: a Wave Function Expansion Approach,” Earthquake Engineering and Structural Dynamics, 18(7): 983–998.
Feng WK, Huang RQ and Xu Q (2019), “In-Depth Analysis of the Seismic Wave Effect and Slope Shattered Mechanism,” China Earthquake Engineering Journal, 33(1): 20–25.
Frankel A and Vidale J (1992), “A Three-Dimensional Simulation of Seismic Waves in the Santa Clara Valley, California, from a Loma Prieta aftershock,” Bulletin of the Seismological Society of America, 82(5): 2045–2074.
Fu ZJ, Chen W, Chen JT, et al. (2014), “Singular Boundary Method: Three Regularization Approaches and Exterior Wave Applications,” Computer Modeling in Engineering & Sciences, 99(5): 417–443.
Fuyuki M and Matsumoto Y (1980), “Finite Difference Analysis of Rayleigh Wave Scattering at a Trench,” Bulletin of the Seismological Society of America, 70(6): 2051–2069.
Geli L, Bard P Y and Jullien B (1988), “The Effect of Topography on Earthquake Ground Motion: a Review and New Results,” Bulletin of the Seismological Society of America, 78(1): 42–63.
Glinsky N, Bertrand E and Régnier J (2019), “Numerical Simulation of Topographical and Geological Site Effects, Applications to Canonical Topographies and Rognes hill, South East France,” Soil Dynamics and Earthquake Engineering, 116: 620–636.
Griffiths DW and Bollinger GA (1979), “The Effect of Appalachian Mountain Topography on Seismic Waves,” Bulletin of the Seismological Society of America, 69(4): 1081–1105.
Gropp W, Lusk E, Doss N, et al. (1996), “A HighPerformance, Portable Implementation of the MPI Message Passing Interface Standard,” Parallel Computing, 22(6): 789–828.
Hao MH and Zhang YS (2014), “Analysis of Terrain Effect on the Properties of Ground Motion,” Acta Seismologica Sinica, 36(5): 883–894.
Jahromi SG and Karkhaneh S (2019), “The Plurality Effect of Topographical Irregularities on Site Seismic Response,” Earthquake Engineering and Engineering Vibration, 18(3): 521–534.
Janod F and Coutant O (2000), “Seismic Response of Three-Dimensional Topographies Using a Time-Domain Boundary Element Method,” Geophysical Journal International, 142(2): 603–614.
Jin X and Liao ZP (1997), “Statistical Research on S-Wave Incident Angle,” Annuals of Disas Prev Res Inst, 40: 91–97.
Jost G, Jin HQ, anMey D, et al. (2003), “Comparing the OpenMP, MPI, and Hybrid Programming Paradigm on an SMP Cluster,” Proceedings of Ewomp. Kamalian M, Gatmiri B and Sohrabi-Bidar A (2003), “On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM,” Journal of Seismology Earthquake Engineering, 5(2): 35.
Kamalian M, Jafari MK, Sohrabi-Bidar A, et al. (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.
Kawase H and Aki K (1989), “A Study on the Response of a Soft Basin for Incident S, P and Rayleigh Waves with Special Reference to the Long Duration Observed in Mexico City,” Bulletin of the Seismological Society of America, 79(5): 1361–1382.
Komatitsch D and Tromp J (1999), “Introduction to the Spectral Element Method for Three-Dimensional Seismic Wave Propagation,” Geophysical Journal International, 139(3): 806–822.
Komatitsch D and Vilotte JP (1998), “The Spectral Element Method: an Efficient Tool to Simulate the Seismic Response of 2D and 3D Geological Structures,” Bulletin of the Seismological Society of America, 88(2): 368–392.
Lee SJ, Chen HW and Huang BS (2008), “Simulations of Strong Ground Motion and 3D Amplification Effect in the Taipei Basin by Using a Composite Grid Finite-Difference Method,” Bulletin of the Seismological Society of America, (03): 1229–1242.
Liang FY, Chen HB and Huang MS (2017), “Accuracy of Three-Dimensional Seismic Ground Response Analysis in Time Domain Using Nonlinear Numerical Simulations,” Earthquake Engineering and Engineering Vibration, 16(3): 487–498.
Liang JW and Zhang YS (2006), “Surface Motion of a Semi-Cylind Rical Hill for Incident Plane SV Waves: Analytical Solution,” Acta Seismologica Sinica., 28(3): 238–249.
Liu ZP, Yang BP and Yuan YF (1981), “Effects of Three-Dimensional Topography on Earthquake Ground Motion,” Earthquake Engineering and Engineering Vibration, 1981(1): 56–77. (in Chinese)
Liu QF, Yu YY and Zhang XB (2013), “Three-Dimensional Ground Motion Simulation for Shidian Basin,” J. Earthq. Eng. Struct. Vib., 33(4): 54–60. (in Chinese)
Liu QJ, Wu ZY and Lee VW (2019), “Scattering and Reflection of SH Waves Around a Slope on an Elastic Wedged Space,” Earthquake Engineering and Engineering Vibration, 18(2): 255–266.
Liu YJ (2009), “Fast Multi-Pole Boundary Element Method: Theory and Applications in Engineering,” Cambridge University Press.
Magnoni F, Casarotti E, Michelini A, et al. (2014), “Spectral-Element Simulations of Seismic Waves Generated by the 2009 l’ Aquila Earthquake,” Bulletin of the Seismological Society of America, 104(1): 73–94.
Miao Yu, Wang Qiao, Liao Bihai and Zheng Junjie (2009), “A Dual Hybrid Boundary Node Method for 2Delastodynamics Problems,” Compoter Modeling in Engineering &Sciences, 53(1): 1–22.
Mossessian TK and Dravinski M (1989), “Scattering of Elastic Waves by a Three-Dimensional Surface Topographies,” Wave Motion, 11(6): 579–592.
Oprsal I and Zahradnik J (2002), “Three-Dimensional Finite Difference Method and Hybrid Modeling of Earthquake Ground Motion,” Journal of Geophysical Research: Solid Earth., 107(B8).
Ortiz-Alemán C and Sánchez-Sesma FJ Rodríguez-Zúñiga J L, et al. (1998), “Computing Topographical 3D Site Effects Using a Fast IBEM/Conjugate Gradient Approach,” Bulletin of the Seismological Society of America, 88(2): 393–399.
Panji M, Kamalian M, Marnani JA, et al. (2014), “Analysing Seismic Convex Topographies by a HalfPlane Time-Domain BEM,” Geophysical Journal International, ggu012.
Paolucci R (2002), “Amplification of Earthquake Ground Motion by Steep Topographic Irregularities,” Earthquake Engineering & Structural Dynamics, 31(10): 1831–1853.
Pischiutta M, Cultrera G, Caserta A, et al. (2010), “Topographic Effects on the Hill of Nocera Umbra, Central Italy,” Geophysical Journal International, 182(2): 977–987.
Saad Y and Schultz MH (1986), “GMRES: A Generalized Minimal Residual Algorithm for Solving Nonsymmetric Linear Systems,” SIAM Journal on Scientific Computing, 7(3): 856–869.
Sanchez-Sesma FJ and Luzon F (1995), “Seismic Response of Three-Dimensional Alluvial Valleys for Incident P, S, and Rayleigh Waves,” Bulletin of the Seismological Society of America, 85(1): 269–284.
Sánchez-Sesma and Francisco J (1983), “Diffraction of Elastic Waves by Three-Dimensional Surface Irregularities,” Bulletin of the Seismological Society of America, 73(6A): 1621–1636.
Semblat JF and Brioist JJ (2000), “Efficiency of Higher Order Finite Elements for the Analysis of Seismic Wave Propagation,” Journal of Sound and Vibration, 231(2): 460–467.
Sohrabi-Bidar A, Kamalian M and Jafari MK (2009), “Time-Domain BEM for Three-Dimensional Site Response Analysis of Topographic Structures,” International Journal for Numerical Methods in Engineering, 79(12): 1467–1492.
Sohrabi-Bidar A and Kamalian M (2013), “Effects of Three-Dimensionality on Seismic Response of Gaussian-Shaped Hills for Simple Incident Pulses,” Soil Dynamics and Earthquake Engineering, 52: 1–12.
Takenaka H, Kennett B L N and Fujiwara H (1996), “Effect of 2-D Topography on the 3-D Seismic Wavefield Using a 2.5-Dimensional Discrete Wavenumber-Boundary Integral Equation Method,” Geophysical Journal International, 124(3): 741–755.
Tarinejad R, Isari M and Ghalesari AT (2019), “A New Boundary Element Solution to Evaluate the Geometric Effects of the Canyon Site on the Displacement Response Spectrum,” Earthquake Engineering and Engineering Vibration, 18(2): 267–284.
Toshinawa T and Ohmachi T (1992). “Love-Wave Propagation in a Three-Dimensional Sedimentary Basin,” Bulletin of the Seismological Society of America, 82(4): 1661–1677.
Tsaur DH (2011), “Scattering and Focusing of SH Waves by a Lower Semielliptic Convex Topography,” Bulletin of the Seismological Society of America, 101(5): 2212–2219.
Tsaur DH and Chang KH (2009), “Scattering and Focusing of SH Waves by a Convex Circular-Arc Topography,” Geophysical Journal International, 177(1): 222–234.
Wang Y, Yang Z, Zhang J and Yang Y (2017), “Theory and Application of Equivalent Transformation Relationships Between Plane Wave and Spherical Wave,” Earthquake Engineering and Engineering Vibration, 16(4): 773–782.
Wang F, Miyajima M, Dahal R, et al. (2016), “Effects of Topographic and Geological Features on Building Damage Caused by 2015. 4. 25 Mw7.8 Gorkha Earthquake in Nepal: a Preliminary Investigation Report,” Geoenvironmental Disasters, 3(1): 1–17.
Wang HY and Xie LL (2010), “Effects of Topography on Ground Motion in the Xishan Park, Zigong City,” Chinese Journal of Geophysics, 53(7): 1631–1638. (in Chinese)
Wei X, Chen W and Chen B (2014), “An ACA Accelerated MFS for Potential Problems,” Engineering Analysis with Boundary Elements, 41(0): 90–97.
Wong HL (1982), “Effect of Surface Topography on the Diffraction of P, SV, and Rayleigh Waves,” Bulletin of the Seismological Society of America, 72(4): 1167–1183.
Yan ZY and Gao XW (2013), “The Development of the pFFT Accelerated BEM for 3-D Acoustic Scattering Problems Based on the Burton and Miller’s Integral Formulation,” Engineering Analysis with Boundary Elements, 37: 409–418.
Yuan XM and Liao ZP (1996), “Surface Motion of a Cylindrical Hill of Circular-Arc Cross-Section for Incident Plane SH Waves,” Soil Dynamics and Earthquake Engineering, 15(3): 189–199.
Zhang N, Gao Y, Li D, Wu YX and Zhang F (2012), “Scattering of SH Waves Induced by a Symmetrical V-Shaped Canyon: a Unified Analytical Solution,” Earthquake Engineering and Engineering Vibration, 11(4): 445–460.
Zhang N, Zhang Y, Gao Y, et al. (2019), “Site Amplification Effects of a Radially Multi-Layered Semi-Cylindrical Canyon on Seismic Response of an Earth and Rockfill Dam,” Soil Dynamics and Earthquake Engineering, 116: 145–163.
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This work was supported by the National Natural Science Foundation of China (51678390), the Major Science and Technology Projects in Tianjin (18ZXAQSF00110) and National Natural Science Foundation of China (51708391).
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National Natural Science Foundation of China under Grant No. 51678390, the Major Science and Technology Projects in Tianjin under Grant No. 18ZXAQSF00110, and National Natural Science Foundation of China under Grant No. 51708391
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Liu, Z., Shang, C., Huang, L. et al. Scattering of seismic waves by three-dimensional large-scale hill topography simulated by a fast parallel IBEM. Earthq. Eng. Eng. Vib. 19, 855–873 (2020). https://doi.org/10.1007/s11803-020-0600-z
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DOI: https://doi.org/10.1007/s11803-020-0600-z