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  • Oxford University Press  (8)
  • Sage Publications  (6)
  • Blackwell Publishing Ltd  (3)
  • Kanpur : National Information Center of Earthquake Engineering, Indian Institute of Technology  (1)
  • San Francisco : Freeman
  • 1
    Monograph available for loan
    Monograph available for loan
    San Francisco : Freeman
    Call number: M 15.0250
    Type of Medium: Monograph available for loan
    Pages: viii, 191 S. : Ill., graph. Darst.
    ISBN: 0716713608
    Location: Upper compact magazine
    Branch Library: GFZ Library
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  • 2
    Non-book medium
    Non-book medium
    Kanpur : National Information Center of Earthquake Engineering, Indian Institute of Technology
    Call number: NBM 07.0098
    Type of Medium: Non-book medium
    Pages: 1 CD-ROM
    Classification:
    B..
    Location: Reading room
    Branch Library: GFZ Library
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 118 (1994), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 114 (1993), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: In this paper, a new procedure, called the coherent-signal-subspace method (CSS), for broad-band multiple-signal detection and slowness-vector estimation is discussed and applied to a surface seismographic array. the major improvements in estimation accuracy and resolution given by the CSS method, which was developed in the fields of radar and sonar, result from the use of extended-frequency components within the data bandwidth and a high-resolution algorithm. the former is made possible through a frequency focusing transformation that for each frequency component corrects for the phase-delay difference between that frequency and a reference frequency ωo. the result is the condensation of a broad frequency band into a narrow band at ωo. the high resolution algorithm used in the CSS method is the MUSIC (multiple signal characterization; Schmidt 1986) algorithm, which is based on the eigen property of the data cross-covariance matrix that the signal phase-delay vectors lie within the subspace spanned by the signal eigenvectors. the frequency transformation improves the singularity of the estimated cross-covariance matrix and the accuracy of the estimated signal eigenvectors at ωo, which are often serious problems in seismic array analysis. Combination of these two features in CSS ensures a superior array performance over the widely used beam steering and minimum-variance (Capon 1969) methods. Approximate methods to estimate the mean and variance of the estimated slowness vector are also presented in this paper. the estimation biases introduced by deterministic arrival-time deviations of array data from a plane wavefront are derived for the single signal case. It is shown that, in the case of a single signal, significant reduction in the estimation bias may be achieved if a large enough reference frequency is used in the CSS method. Finally, with observed and synthetic ground motions, tests are performed to illustrate the utility of CSS in resolving two closely separated signals. In both cases, CSS successfully resolved two separate peaks at almost the correct slowness vectors, while the conventional beam steering and minimum variance estimation methods either failed to resolve the two signals or gave an incorrect slowness estimate.
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 98 (1989), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: The propagation of Rayleigh waves across the regions of subduction of Japan and of the North Island of New Zealand is examined in the frequency domain by the finite element method. Study of the Japan region of subduction ESE of the island of Honshu has shown that, for perfectly elastic 2D models, although Love waves decrease in velocity across the region, Rayleigh waves of periods of 35–60 s increase slightly in velocity. The material properties of the predominantly crustal material being subducted appear to slow the Love waves, whereas the Rayleigh waves of periods of from 35 to 60 s tend to retain their oceanic velocities, which are higher than the velocities of Rayleigh waves of those periods for the island of Honshu. Amplitude calculations have shown that, at periods of 60 s down to 10 s, Love waves are increasingly forward scattered into higher Love modes, whereas, at a period of 20 s, 98 per cent of the energy of Rayleigh waves is transmitted as the Rayleigh fundamental mode. This result, together with that of Drake for the continental margin at Berkeley, California, confirms the practice of using Rayleigh waves at a period of approximately 20 s measured at seismographic stations near continental margins and near regions of subduction to estimate the magnitude of teleseisms. Study of the New Zealand region of subduction SE of Lake Taupo on the North Island of New Zealand has shown similar results to those for the Japan region of subduction. Although Love waves decrease in velocity across the region, Rayleigh waves of periods of 60 s down to 20 s increase slightly in velocity. Amplitude calculations have shown that at periods of 60 s down to 15 s, Love waves are increasingly forward scattered into higher Love modes. On the other hand, at a period of 20 s, 96 per cent of the energy of Rayleigh waves is transmitted as the Rayleigh fundamental mode. At a period of 10 s, in contrast to the results for the Japan region of subduction and for the continental margin at Berkeley, 73 per cent of the energy of Love waves is transmitted as the Love fundamental mode and 97 per cent of the energy of Rayleigh waves is transmitted as the Rayleigh fundamental mode. Amplitude and phase changes of Love and Rayleigh waves at continental margins and in regions of subduction need to be allowed for when waveform inversions of waves which have traversed these regions are made.
    Type of Medium: Electronic Resource
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  • 6
    Publication Date: 1987-11-01
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 7
    Publication Date: 1999-05-01
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 8
    Publication Date: 1998-11-01
    Description: We analyze observations from the SMART2 array and the 1994 Northridge, California earthquake of spectral differences between vertical and horizontal strong seismic motions in alluvial basins. Our explanation is that the most energetic of such high-frequency vertical ground accelerations are generated by S-to-P seismic wave conversion within the transition zone between the underlying bedrock and the overlying sedimentary layers. The differences in combined scattering and anelastic attenuation for P and S waves lead to the observed spectral differences of the vertical motions between rock and deep alluvium sites. This model also accounts for the frequency content differences between the vertical and horizontal motions at sites in alluvial basins than at rock sites at similar distance ranges. The high-frequency cutoff of the acceleration power spectrum, fmax, is a useful comparison parameter. The results help in computing matched sets of synthetic ground motions above 2 Hz at alluvial sites.
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 9
    Publication Date: 1997-08-01
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 10
    Publication Date: 1985-05-01
    Description: On April 24, 1984, at 21:15 UTC, a moderate earthquake occurred on the Calaveras fault in the vicinity of Halls Valley, California (epicenter 37° 19.2'N, 121° 41.9'W). The earthquake had a mean local magnitude of 6.2 ± 0.20 and a maximum Modified Mercalli Intensity of VIII. It is probably a repeat of the 1911 Coyote earthquake. The rate of seismicity from historical catalogs, compiled at the U. C. Seismographic Stations yields an average recurrence time of 160±60 years for an ML≥6.2 event occurring in a 30 km segment of the Calaveras fault. Other evidence from the repeat times of earthquakes suggests a recurrence period of 75 years for a total magnitude of 6.0 or larger.. These estimates are in reasonable agreement. A seismic moment of 1.1×1025 dyne-cm for the mainshock was estimated from broadband displacement seismograms recorded at Berkeley (Δ ≈ 79 km). The moment and the rupture area inferred from the aftershocks suggest a mean fault displacement of 30 cm. The aftershock sequence through December 31, 1984, contained four earthquakes of magnitude 4.0 or greater and the sequence b-value was 0.81 ± 0.03.
    Print ISSN: 8755-2930
    Electronic ISSN: 1944-8201
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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