1995
DOI: 10.1111/j.1365-246x.1995.tb07012.x
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Complete synthetic seismograms for a spherically symmetric earth by a numerical computation of the Green's function in the frequency domain

Abstract: S U M M A R YWe present a new method to calculate complete synthetic seismograms for a spherically symmetric earth model which uses neither eigenfrequencies and eigenfunctions nor an earth-flattening transformation. The response of the earth to a moment tensor point source is evaluated in the frequency domain for both spheroidal and toroidal motion by numerical integration of the appropriate system of ordinary differential equations with source term and summation over vector spherical harmonics. Attenuation is… Show more

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Cited by 117 publications
(112 citation statements)
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“…An isotropic PREM was used as the spherically-symmetric reference Earth structure (21). Implementation of the direct Green's function method (22,23) involved all spherical harmonic degrees from 0-3000, and discretization of the finite fault plane into approximately 35 km 2 patches sufficient to sample the wavefield with at least 10 points per wavelength. We use 6 × 6 km grid spacing, low-pass filtered with a corner period of 10 s, and calculate the stress at 10 km depth (for comparison, the depth of post-mainshock rift events is 13 AE 7 km).…”
Section: Dynamic Stressmentioning
confidence: 99%
“…An isotropic PREM was used as the spherically-symmetric reference Earth structure (21). Implementation of the direct Green's function method (22,23) involved all spherical harmonic degrees from 0-3000, and discretization of the finite fault plane into approximately 35 km 2 patches sufficient to sample the wavefield with at least 10 points per wavelength. We use 6 × 6 km grid spacing, low-pass filtered with a corner period of 10 s, and calculate the stress at 10 km depth (for comparison, the depth of post-mainshock rift events is 13 AE 7 km).…”
Section: Dynamic Stressmentioning
confidence: 99%
“…The test which is performed with the use of FLSPHER package (Friederich and Dalkolmo 1995) is aimed to see how well the velocities in different depth intervals are constrained by observed modes.…”
Section: Sensitivity Analysismentioning
confidence: 99%
“…For benchmarking we thus have to revert to spherically symmetric models, but as the code is written in cylindrical coordinates, even transversely isotropic media lead to a stiffness tensor that is fully populated (those elements that are nonzero in the effective stiffness tensor, see above) and the full stiffness matrix is tested. As a reference, we use Yspec by Al-Attar & Woodhouse (2008), which is a generalization of the direct radial integration method (Friederich & Dalkolmo 1995) including self-gravitation (switched off for the benchmark).…”
Section: B E N C H M a R K Smentioning
confidence: 99%