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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 148 (1996), S. 255-268 
    ISSN: 1420-9136
    Keywords: CodaQ ; scattering ; intrinsic attenuation ; boundary method
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract Numerical modelling ofSH wave seismograms in media whose material properties are prescribed by a random distribution of many perfectly elastic cavities and by intrinsic absorption of seismic energy (anelasticity) demonstrates that the main characteristics of the coda waves, namely amplitude decay and duration, are well described by singly scattered waves in anelastic media rather than by multiply scattered waves in either elastic or anelastic media. We use the Boundary Integral scheme developed byBenites et al. (1992) to compute the complete wave field and measure the values of the direct waveQ and coda wavesQ in a wide range of frequencies, determining the spatial decay of the direct wave log-amplitude relation and the temporal decay of the coda envelope, respectively. The effects of both intrinsic absorption and pure scattering on the overall attenuation can be quantified separately by computing theQ values for corresponding models with (anelastic) and without (elastic) absorption. For the models considered in this study, the values of codaQ −1 in anelastic media are in good agreement with the sum of the corresponding scatteringQ −1 and intrinsicQ −1 values, as established by the single-scattering model ofAki andChouet (1975). Also, for the same random model with intrinsic absorption it appears that the singly scattered waves propagate without significant loss of energy as compared with the multiply scattered waves, which are strongly affected by absorption, suggesting its dominant role in the attenuation of coda waves.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 138 (1992), S. 353-390 
    ISSN: 1420-9136
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract The full waveform synthetic seismogram of multiple scatteredSH waves by many cylindrical cavities in two-dimensional homogeneous elastic media is computed. We used the so-called “single-layer potential” integral representation of the scattered field and a discretization scheme with line source distribution for each cavity. The total field is the sum of the incident wave plus the field radiated from all sources, each multiplied by an unknown complex constant representing its strength. These constants are determined by imposing the appropriate boundary conditions in the least-squares sense. Here we solve scattering problems involving one, two, four, twelve and fifty cavities regularly distributed in a half-space. The seismograms computed along the free-surface show regions where the incident wave is strongly attenuated, as well as the arrivals of all multiple scattered phases. The accuray of the method is estimated from the degree of agreement of our solution for one cavity with the corresponding analytical solution, and also from the magnitude of the residual tractions along the boundaries of two cavities separated at various distances. Finally we apply the method to compute the case of fifty cylindrical cavities, each of radiusa, randomly distributed in a region 80a wide by 30a deep in a half-space. The value of scattering loss is obtained from the amplitude decay of the primary wave with distance for wavelengths in the range from 1.7a to 13.3a, using the synthetic seismogram calculated for the same distribution of 50 cavities as above, but in full-space.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 123 (1995), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: Using the boundary integral method to simulate SH waves numerically in 2-D homogeneous full- or half-space media with randomly distributed cavities, we compare the amplitude attenuation of direct waves with the temporal decay of the coda. The boundary integral method includes the effect of any degree of multiply scattered waves for a wide frequency range, up to wavelengths smaller than the size of the cavities. We consider seismograms on the free surface so that heterogeneities exist only on one side of the receivers, a situation that resembles actual seismic observations. Seismograms are computed for a vertically incident plane wave and for an isotropic line source. In both cases, the value of Q−1 as a function of kd, where k is the wavenumber and d is the cavity diameter, peaks around kd = 2 for the direct wave, which is consistent with some single-scattering models. Coda Q−1 determined by the temporal decay of the coda envelope agrees well with Q−1 for the direct wave for models with a root-mean-square fluctuation of velocity, Q, of about 10 per cent in a half-space. On the other hand, the coda Q−1 is systematically larger than the direct wave Q−1 in full-space models, that is, without the inclusion of the reflection at the free surface. When the cavity density is doubled (σ 〉 20 per cent), the coda energy increases rapidly and its temporal decay decreases, so that coda Q−1 becomes smaller than the direct wave Q−1, even for full-space models. With a smaller value of cr (about 5 per cent), the coda decays rapidly and the relation between the two types of Q−1 is reversed: the coda Q−1 becomes larger than the direct wave Q−1. By comparing results from seismograms composed only of singly scattered waves with those that include multiply scattered waves, we can compare the relative contribution of each singly and multiply scattered wavefield to the two measures of Q. Single scattering mainly determines both the direct wave Q−1 and the coda Q−1 for the smallest value of a, while the values of both kinds of attenuation, particularly the direct wave Q−1, are strongly affected by multiple scattering when σ is large. Our results imply that a reasonable estimate of scattering attenuation can be obtained by measuring the temporal decay of the coda, if the scattering character of the Earth is similar to our models with a σ of around 10 per cent, where the single scattering is found to be dominant.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 116 (1994), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: The boundary integral-Gaussian beam method (Benites & Aki 1989) is applied to study the ground motion in 2-D structures that exhibit irregular topography and interface, and whose shear wave velocity varies linearly with depth, for incident plane SH waves. In our first example of application the model is a half-space whose free-surface topography is a ridge of cosine shape, with vertical shear wave velocity gradient. In the second, the model is a semi-cylindrical sedimentary basin in a homogeneous half-space, in which the shear wave velocity of the sediments increases with depth. Our results for the case of the mountain show that the amplification on its top, predicted by the 2-D modelling when the velocity is constant, is enhanced when the velocity gradient is present, for all frequencies and by a factor up to 3. In the case of the basin, results show that the velocity gradient; (1) enhances the amplification at the edges of the valley, (2) makes the reverberations due to 2-D resonance have larger amplitudes and shorter intervals between arrivals, (3) shortens the total duration of the seismograms at all stations within the basin.
    Type of Medium: Electronic Resource
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  • 5
    Publication Date: 1994-01-01
    Print ISSN: 0956-540X
    Electronic ISSN: 1365-246X
    Topics: Geosciences
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  • 6
    Publication Date: 1995-11-01
    Print ISSN: 0956-540X
    Electronic ISSN: 1365-246X
    Topics: Geosciences
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  • 7
    Publication Date: 2011-02-01
    Description: Standard single-component spectral ratios used to estimate localized site effects may be generalized by using a 3x3 matrix transfer function between the three-component motion observed at a reference (rock) site and that at a nearby soil site. This complex matrix (G matrix) represents the complete three-dimensional site-response within the linear regime. No prior knowledge of the geology at the soil site is required, and G may be computed directly from the spectral responses of earthquakes recorded at both sites. Earthquakes from different hypocentral locations may be used but must be selected so that the body-wave incidence at both stations is nearly vertical and must be time-windowed to avoid surface waves. G is calculated using a stochastic inverse of the observed response spectra and corresponding noise covariance for each response. This method of analysis depends on the availability of a good quality reference (rock) site, as do standard spectral ratio techniques that compare rock and soil site records. We have applied this method to determine site effects to data recorded by strong ground motion seismographs near Wellington, North Island, New Zealand. Magnitudes of the diagonal elements of G are similar to standard single-component spectral ratios, and large values of the off-diagonal matrix elements are seen at some locations. At these locations the maximum response is better estimated from the principal values of the transfer function matrix. The orientation at which the maximum amplification (up to 14 in one case) occurs varies widely according to location.
    Print ISSN: 0037-1106
    Electronic ISSN: 1943-3573
    Topics: Geosciences , Physics
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  • 8
    Publication Date: 2003-07-01
    Print ISSN: 0377-0273
    Electronic ISSN: 1872-6097
    Topics: Geosciences
    Published by Elsevier
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  • 9
    Publication Date: 1995-09-10
    Print ISSN: 0148-0227
    Electronic ISSN: 2156-2202
    Topics: Geosciences
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  • 10
    Publication Date: 1998-01-01
    Print ISSN: 0098-8847
    Electronic ISSN: 1096-9845
    Topics: Architecture, Civil Engineering, Surveying
    Published by Wiley
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