1993
DOI: 10.1007/bf01613919
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Computation of analytical partial derivatives of phase and group velocities for Rayleigh waves with respect to structural parameters

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Cited by 36 publications
(26 citation statements)
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“…A model is considered acceptable if the objective function is less than 0.04 km/s. The period range of the dispersion curves used for inversion varies from 4 s to 30 s. The partial derivatives of the group velocity of Rayleigh wave (Rodi et al, 1975;Urban et al, 1993;Fang et al, 2010) show that the dispersion curve in this period range is sensitive to shear wave velocity structure from the near surface to about 50 km of depth, and insensitive to the shear wave velocity structure below 150 km (see also Panza, 1981). So we construct a starting model of 150 km thick.…”
Section: Parameterization and Priori Constraintsmentioning
confidence: 99%
“…A model is considered acceptable if the objective function is less than 0.04 km/s. The period range of the dispersion curves used for inversion varies from 4 s to 30 s. The partial derivatives of the group velocity of Rayleigh wave (Rodi et al, 1975;Urban et al, 1993;Fang et al, 2010) show that the dispersion curve in this period range is sensitive to shear wave velocity structure from the near surface to about 50 km of depth, and insensitive to the shear wave velocity structure below 150 km (see also Panza, 1981). So we construct a starting model of 150 km thick.…”
Section: Parameterization and Priori Constraintsmentioning
confidence: 99%
“…However, his formulae are based on the Thomson-Haskell matrices, which are numerically unstable at short periods (see below). Urban et al (1993) described the analytical computation of partial derivatives of phase and group velocities of Rayleigh waves using Knopoff's formulation of the dispersion equation (see Schwab and Knopoff, 1972). This approach avoids loss-of-precision problems at short periods, but leads to very complicated expressions.…”
Section: Introductionmentioning
confidence: 99%
“…Similar conclusions are given in Peter et al (2008): in the absence of an accurate crustal model, the retrieved upper mantle structure is dubious to about 200 km of depth. Accordingly with the values of the partial derivatives of the group and phase velocities for Rayleigh waves with respect to structural parameters (Urban et al 1993), the assembled cellular dispersion data in the period ranges from 5 to 150 s for group velocity and from 15 to 150 s for phase velocity allow us to obtain reliable velocity structure in the depth range from 3-15 to about 350 km. In each cell, the Earth structure is modelled by 19 layers down to the depths of about 600 km: the uppermost five layers have properties fixed a priori, using independent literature information specific for each cell; the following five layers have variable Vs, Vp, thicknesses and, if necessary, density; in the 11th layer Vp, Vs, and density are fixed while the thickness varies in such a way that the whole stack of 11 layers has a total thickness, H, equal to 350 km; below 350 km of depth there are eight layers, of Poissonian material, with constant properties common to all cells.…”
Section: Methods and Datamentioning
confidence: 99%