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  • 1
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    In:  Bulletin of the Seismological Society of America, Luxembourg, EGS-Gauthier-Villars, vol. 94, no. 1, pp. 285-303, pp. L23303
    Publikationsdatum: 2004
    Schlagwort(e): Strong motions ; land ; slide ; Peak ground acceleration ; BSSA
    Standort Signatur Erwartet Verfügbarkeit
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  • 2
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    In:  Pageoph, Luxembourg, EGS-Gauthier-Villars, vol. 158, no. 12, pp. 2525-2541, pp. L23303
    Publikationsdatum: 2001
    Schlagwort(e): Nakamura ; NOISE ; Data analysis / ~ processing ; Site amplification ; Micro seismicity ; Turkey ; PAG ; exactly: ; D?nar
    Standort Signatur Erwartet Verfügbarkeit
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  • 3
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    In:  Bull. Seism. Soc. Am., Washington D.C., Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 93, no. 1, pp. 465-479, pp. 2122
    Publikationsdatum: 2003
    Beschreibung: To investigate the effect of the shallow, low-velocity sediments on the seismic wave field in the northern San Francisco Bay, we modeled tangential component displacement seismograms recorded during the 18 August 1999 MW 4.6 Bolinas, California, earthquake. The modeling indicates that the velocity structure of Pleistocene horizons in the San Francisco Bay is important for simulations of weak ground motions for Bay Area earthquakes. Models including the Pleistocene sediments generate the 1-sec-period surface waves observed at several stations. Modeling of Treasure and Yerba Buena Island records requires structures approximately an order of magnitude higher in spatial resolution than the current 3D velocity models for the region. This pair of sites, located only 2 km apart in the bay, records a sixfold difference in peak ground acceleration during the Bolinas earthquake. Three transects are forward modeled using 1D frequency-wavenumber integration and 2D finite-difference methods. Generally the ground motions are characterized by a direct shear wave (S0), a midcrustal reflection (S1), a near-receiver multiple (S2), and surface waves. The direct S0 arrival at all six stations requires a faster model than GIL7, the model routinely used to estimate earthquake source parameters using the Berkeley Digital Seismic Network. In addition, the timing of S1 indicates the possibility of a dipping midcrustal interface. S2 can be matched with a single strong impedance contrast at 3 km depth. A thin (200-m) surface layer of weathered rock and sediments simulates the surface waves that follow S2 at the Richmond Field Station site. However, the surface waves at Treasure Island and the Berkeley sites are longer in duration and higher amplitude than at Richmond and require 2D structure. A simple shallow uniform basin model for the San Francisco Bay consisting of stiff sediments (shear-wave velocity, Vs = 400 m/sec; thickness ~100 m) over weathered rock (Vs = 1.5 km/sec) of the Franciscan assemblage produces surface waves in the 0.02-2 Hz passband at Treasure Island and the Berkeley sites.
    Schlagwort(e): Seismology ; Earthquake ; Site amplification ; Wave propagation ; Wave form analysis ; USA ; Two-dimensional ; Finite difference method ; Modelling ; Velocity depth profile ; Shear waves ; Surface waves ; Seismic networks ; Reflectivity ; noksp ; BSSA
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  • 4
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    In:  Bull. Seism. Soc. Am., Washington D.C., Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 92, no. 1, pp. 509-526, pp. L09611
    Publikationsdatum: 2002
    Schlagwort(e): Seismology ; Site amplification ; Earthquake risk ; Strong motions ; Turkey ; Izmit ; Earthquake ; Earthquake engineering, engineering seismology ; Review article ; Fault zone ; NAF ; Bakir ; Sucuoglu ; Yilmaz ; BSSA ; SPAROLAI
    Standort Signatur Erwartet Verfügbarkeit
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  • 5
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    In:  Earthquake Engineering and Structural Dynamics, Warszawa, Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 33, no. 13, pp. 1287-1310, pp. L03607
    Publikationsdatum: 2004
    Beschreibung: A previously developed simplified model of ground motion amplification is applied to the simulation of acceleration time histories at several soft-soil sites in the Valley of Mexico, on the basis of the corresponding records on firm ground. The main objective is to assess the ability of the model to reproduce characteristics such as effective duration, frequency content and instantaneous intensity. The model is based on the identification of a number of parameters that characterize the complex firm-ground to soft-soil transfer function, and on the adjustment of these parameters in order to account for non-linear soil behavior. Once the adjusted model parameters are introduced, the statistical properties of the simulated and the recorded ground motions agree reasonably well. For the sites and for the seismic events considered in this study, it is concluded that non-linear soil behavior may have a significant effect on the amplification of ground motion. The non-linear soil behavior significantly affects the effective ground motion duration for the components with the higher intensities, but it does not have any noticeable influence on the lengthening of the dominant ground period.
    Schlagwort(e): Site amplification ; Peak ground acceleration ; Earthquake engineering, engineering seismology ; Non-linear effects ; site ; effects, ; ground ; motion, ; transfer ; function ; non-linear ; soil ; response, ; Monte ; Carlo ; simulation ; Statistical investigations ; Barcena ; EESD
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  • 6
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    In:  Bulletin of the Seismological Society of America, Washington D.C., Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 92, no. 8, pp. 3134-3151, pp. L08305
    Publikationsdatum: 2002
    Schlagwort(e): Site amplification ; High frequency ... ; Strong motions ; BSSA
    Standort Signatur Erwartet Verfügbarkeit
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  • 7
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    In:  J. Geophys. Res., Washington D.C., Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 108, no. B2, pp. ESE 22-1 to ESE 22-17, pp. 2122
    Publikationsdatum: 2003
    Schlagwort(e): Tomography ; Strong motions ; Site amplification ; Earthquake ; USA ; JGR
    Standort Signatur Erwartet Verfügbarkeit
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  • 8
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    In:  Bollettino di Geofisica Teorica ed Applicata, Washington D.C., Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 42, no. 3-4, pp. 219-243, pp. 2122
    Publikationsdatum: 2001
    Schlagwort(e): Site amplification ; Earthquake engineering, engineering seismology ; USA
    Standort Signatur Erwartet Verfügbarkeit
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  • 9
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    In:  Bull. Seismol. Soc. Am., Ottawa, Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 93, no. 5, pp. 2025-2042, pp. L14310
    Publikationsdatum: 2003
    Schlagwort(e): Strong motions ; Site amplification ; Error analysis ; noksp ; BSSA
    Standort Signatur Erwartet Verfügbarkeit
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  • 10
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    In:  Bull. Seism. Soc. Am., Ottawa, Bundesanstalt für Geowissenschaften und Rohstoffe, vol. 94, no. 6, pp. 2090-2109, pp. 2371
    Publikationsdatum: 2004
    Schlagwort(e): Spectrum ; Site amplification ; Non-linear effects ; Earthquake engineering, engineering seismology ; BSSA
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