1990
DOI: 10.1190/1.1442885
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Solution of the equations of dynamic elasticity by a Chebychev spectral method

Abstract: We present a spectral method for solving the two‐dimensional equations of dynamic elasticity, based on a Chebychev expansion in the vertical direction and a Fourier expansion for the horizontal direction. The technique can handle the free‐surface boundary condition more rigorously than the ordinary Fourier method. The algorithm is tested against problems with known analytic solutions, including Lamb’s problem of wave propagation in a uniform elastic half‐space, reflection from a solid‐solid interface, and surf… Show more

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Cited by 113 publications
(68 citation statements)
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“…The method including a free surface was first introduced by Kosloff et al [23] for the 2D isotropic-elastic case. For computing spatial derivatives, the scheme is based on the Fourier and Chebyshev differential operators in the horizontal and vertical directions, respectively.…”
Section: The Pseudospectral Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The method including a free surface was first introduced by Kosloff et al [23] for the 2D isotropic-elastic case. For computing spatial derivatives, the scheme is based on the Fourier and Chebyshev differential operators in the horizontal and vertical directions, respectively.…”
Section: The Pseudospectral Methodsmentioning
confidence: 99%
“…A less straightforward issue using pseudospectral differential operators is to model the freesurface boundary condition. While in finite-element methods the implementation of traction-free boundary conditions is natural -simply do not impose any constraint at the surface nodes -finitedifference and pseudospectral methods require a particular boundary treatment [14,23,25,26].…”
Section: The Pseudospectral Methodsmentioning
confidence: 99%
“…Tessmer et al 18 and Kosloff et al 19 apply a combined Fourier and Chebyshev method to compute wave propagation in a seismic environment with surface topography and propose a three-dimensional implementation 20 . Moreover, essentially one-dimensional multidomain formulations have been proposed for irregular domains [21][22] .…”
Section: Introductionmentioning
confidence: 99%
“…Several sets of two-component seismograms were computed through the lithospheric model described above using a 2-D, elastic pseudospectral code [Kosloff et al, 1990]. The model was discretized at 0.6-km intervals in both directions which, given the minimum velocity in our model (3.6 km s-•), allows for frequen- …”
Section: Synthetic Seismogramsmentioning
confidence: 99%