Seismic response of three-dimensional topographies using a time-domain boundary element method

Summary We present a time-domain implementation for a boundary element method (BEM) to compute the diffraction of seismic waves by 3-D topographies overlying a homogeneous half-space. This implementation is chosen to overcome the memory limitations arising when solving the boundary conditions with a frequency-domain approach. This formulation is flexible because it allows one to make an adaptive use of the Green’s function time translation properties: the boundary conditions solving scheme can be chosen as a trade-off between memory and cpu requirements. We explore here an explicit method of solution that requires little memory but a high cpu cost in order to run on a workstation computer. We obtain good results with four points per minimum wavelength discretization for various topographies and plane wave excitations. This implementation can be used for two different aims: the time-domain approach allows an easier implementation of the BEM in hybrid methods (e.g. coupling with finite differences), and it also allows one to run simple BEM models with reasonable computer requirements. In order to keep reasonable computation times, we do not introduce any interface and we only consider homogeneous models. Results are shown for different configurations: an explosion near a flat free surface, a plane wave vertically incident on a Gaussian hill and on a hemispherical cavity, and an explosion point below the surface of a Gaussian hill. Comparison is made with other numerical methods, such as finite difference methods (FDMs) and spectral elements.

[1]  Paul G. Richards,et al.  Quantitative Seismology: Theory and Methods , 1980 .

[2]  M. Campillo,et al.  Wave diffraction in multilayered media with the Indirect Boundary Element Method: application to 3-D diffraction of long-period surface waves by 2-D lithospheric structures , 1996 .

[3]  Francisco J. Sánchez-Sesma,et al.  A hybrid calculation technique of the Indirect Boundary Element Method and the analytical solutions for three-dimensional problems of topography , 1998 .

[4]  D. Komatitsch,et al.  The spectral element method: An efficient tool to simulate the seismic response of 2D and 3D geological structures , 1998, Bulletin of the Seismological Society of America.

[5]  J. Bernard Minster,et al.  A numerical boundary integral equation method for elastodynamics. I , 1978 .

[6]  D. Komatitsch,et al.  Introduction to the spectral element method for three-dimensional seismic wave propagation , 1999 .

[7]  Marijan Dravinski,et al.  Scattering of elastic waves by three-dimensional surface topographies , 1989 .

[8]  A. Posadas,et al.  Diffraction of P, S and Rayleigh waves by three-dimensional topographies , 1997 .

[9]  Craig A. Schultz,et al.  Effect of three‐dimensional topography on seismic motion , 1996 .

[10]  José M. Carcione,et al.  Hybrid modeling of P-SV seismic motion at inhomogeneous viscoelastic topographic structures , 1997, Bulletin of the Seismological Society of America.

[11]  Olivier Coutant,et al.  Calculation of synthetic seismograms in a laterally varying medium by the boundary element-discrete wavenumber method , 1994 .

[12]  Michel Bouchon,et al.  Seismic response of a hill: The example of Tarzana, California , 1996 .

[13]  Ezio Faccioli,et al.  2d and 3D elastic wave propagation by a pseudo-spectral domain decomposition method , 1997 .

[14]  Moshe Reshef,et al.  A nonreflecting boundary condition for discrete acoustic and elastic wave equations , 1985 .

[15]  A. Peirce,et al.  STABILITY ANALYSIS AND DESIGN OF TIME-STEPPING SCHEMES FOR GENERAL ELASTODYNAMIC BOUNDARY ELEMENT MODELS , 1997 .

[16]  Bernard A. Chouet,et al.  A free-surface boundary condition for including 3D topography in the finite-difference method , 1997, Bulletin of the Seismological Society of America.

[17]  M. Sadd,et al.  Propagation and Scattering of SH-Waves in Semi-Infinite Domains Using a Time-Dependent Boundary Element Method , 1984 .

[18]  Carlos Alberto Brebbia,et al.  Numerical implementation of the boundary element method for two dimensional transient scalar wave propagation problems , 1982 .

[19]  Francisco J. Sánchez-Sesma,et al.  DIFFRACTION OF P, SV AND RAYLEIGH WAVES BY TOPOGRAPHIC FEATURES: A BOUNDARY INTEGRAL FORMULATION , 1991 .

[20]  M. Toksöz,et al.  A fast implementation of boundary integral equation methods to calculate the propagation of seismic waves in laterally varying layered media , 1995 .

[21]  Prasanta K. Banerjee,et al.  Transient elastodynamic analysis of three‐dimensional problems by boundary element method , 1986 .

[22]  W. S. Venturini,et al.  A simple comparison between two 3D time domain elastodynamic boundary element formulations , 1996 .

[23]  Pierre-Yves Bard,et al.  THE EFFECT OF TOPOGRAPHY ON EARTHQUAKE GROUND MOTION: A REVIEW AND NEW RESULTS , 1988 .

[24]  Kim B. Olsen,et al.  Three-Dimensional Simulation of a Magnitude 7.75 Earthquake on the San Andreas Fault , 1995, Science.

[25]  Francisco J. Sánchez-Sesma,et al.  Seismic response of three-dimensional alluvial valleys for incident P, S, and Rayleigh waves , 1995 .

[26]  SH-wave scattering and propagation analyses at irregular sites by time domain BEM , 1994 .

[27]  Valérie Cayol,et al.  3D mixed boundary elements for elastostatic deformation field analysis , 1997 .

[28]  Prasanta K. Banerjee,et al.  Time‐domain transient elastodynamic analysis of 3‐D solids by BEM , 1988 .

[29]  M. Bouchon,et al.  Effects of two-dimensional topographies using the discrete wavenumber-boundary integral equation method in P-SV cases , 1989 .

[30]  B. Rynne Stability and Convergence of Time Marching Methods in Scattering Problems , 1985 .

[31]  L. Pérez-Rocha,et al.  Diffraction of elastic waves by three-dimensional surface irregularities. Part II , 1989 .