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  • 1
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    In:  Bulletin of the Seismological Society of America, Warszawa, Elsevier, vol. 96, no. 3, pp. 984-1002, pp. B04312, (ISBN: 0-12-018847-3)
    Publication Date: 2006
    Keywords: Seismology ; Modelling ; Attenuation ; Strong motions ; Earthquake ; comparison ; BSSA
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  • 2
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    In:  Pageoph, Minsk, Nauka i tekhnika, vol. 144, no. 3, pp. 39-58, pp. 8044, (ISSN: 1340-4202)
    Publication Date: 1995
    Keywords: Stress ; Seismology ; AnisotropyS ; Baja ; California ; Mexico ; Shear waves ; PAG ; Zuniga
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  • 3
    Publication Date: 2004
    Keywords: Strong motions ; Earthquake risk ; Site amplification ; Earthquake ; JGR
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  • 4
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    In:  Proc. XXVIII General Assembly European Seismological Commission, Warszawa, Inst. Electrical & Electronics Engineers, vol. 4, no. 3, pp. 525-541, pp. L11614, (ISBN: 0534351875, 2nd edition)
    Publication Date: 2002
    Keywords: Horizontal to vertical spectral ratio ; Nakamura ; Spectrum ; NOISE ; Site amplification ; Micro-tremor (seismic noise) ; Earthquake engineering, engineering seismology ; noksp
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  • 5
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    In:  Soil Dynamics and Earthquake Engineering, Warszawa, Inst. Electrical & Electronics Engineers, vol. 24, no. 6, pp. 487-495, pp. L11614, (ISBN: 0534351875, 2nd edition)
    Publication Date: 2004
    Description: The microtremor horizontal-to-vertical-spectral-ratio (Horizontal to vertical spectral ratio) technique is widely used in the urban environment to assess the fundamental frequency response of the ground. Extensive literature exists about case histories using VSR for microzonation in several cities, but no systematic studies have been devoted to check the presence of soil-structure interaction effects, and even less attention to study building behaviour after earthquake damage. To evaluate the above-mentioned effects, a series of experiments are reported in this article. We first made a series of microtremor measurements on buildings and civil structures to evaluate the reliability of fundamental frequency determinations. Then, we considered several case studies to evaluate the effect of soil-structure interaction in estimates of site response in the presence of tall buildings. Finally, an experiment on the frequency change due to damage was performed. It was possible to confirm that Horizontal to vertical spectral ratio is able to detect building fundamental modes and once known the building frequency, it is also possible to detect the presence of soil-structure interaction. Thus, once the presence of the building natural frequency is identified, it is possible to infer the site response from free field measurements. We also found that the Horizontal to vertical spectral ratio technique is equally useful for detecting structural damage by determining the frequency shift of the buildings.
    Keywords: Horizontal to vertical spectral ratio ; Nakamura ; Spectrum ; NOISE ; Site amplification ; Earthquake engineering, engineering seismology ; soil ; response ; soil-structure ; interaction ; structure ; response ; microtremors ; SDEE
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  • 6
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    In:  Bulletin of the Seismological Society of America, Luxembourg, Conseil de l'Europe, vol. 80, no. 6, pp. 1481-1503, pp. 1095, (ISBN: 0-12-018847-3)
    Publication Date: 1990
    Keywords: Site amplification ; Attenuation ; Spectrum ; Shear waves ; Subduction zone ; Fault zone ; BSSA
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Pure and applied geophysics 152 (1998), S. 125-138 
    ISSN: 1420-9136
    Keywords: Key words: Site response, earthquakes of Baja California.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract —We determined the response to P- and S-wave incidence of the permanent stations of the seismic network of Baja California (RESNOM) using two independent methods. We selected 65 events with magnitudes between 2.2 and 4.8 and hypocentral distances ranging between 5 and 330 km. The site response of the ten stations analyzed was first estimated using average spectral ratios between the horizontal and the vertical components of motion (H/V ratios). As a second approach we performed a simultaneous inversion for source and site. In order to invert the spectral records to determine the site response, we made an independent estimate of the attenuation for two different source-station path regions. Then we corrected the spectral records for the attenuation effect before we made the inversion. Although the average H/V ratio of many sites is inside the error bars of the site response estimated with the spectral inversion, the spectral inversion tends to give higher values. For the S wave some sites show similar frequency of predominant peak when comparing the responses obtained with both methods. In contrast, for the P waves the H/V ratios disagree with the results of the inversion. In general, the site response of the stations is strongly frequency dependent for both P and S waves. We also found that the natural frequency of resonance of the sites is near 0.5 Hz for P and near 0.8 Hz for the S waves.
    Type of Medium: Electronic Resource
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  • 8
    ISSN: 1420-9136
    Keywords: Seismic anisotropy ; shear-wave splitting
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Physics
    Notes: Abstract Digital seismograms continuously recorded from 1988 to 1992 by two stations of the RESNOM seismic network in northern Baja California, Mexico, were used to search for probable shear-wave anisotropic characteristics in the region of the Cerro Prieto fault. Shear-wave splitting was identified in many of the three-component records analyzed. We measured the polarization direction of the leadingS wave inside theS-wave window as well as the delay times between fast and slow phases on those records displaying shear-wave splitting. For station CPX, which is nearest the Imperial Valley region to the north, the preferred polarization direction found in this study (azimuth 180°±10°) coincides with the direction of the regional maximum compressive stress determined for the region. This polarization direction can be interpreted in terms of the “Extensive Dilatancy Anisotropy” model as the effect of vertical parallel aligned cracks. The preferred polarization direction measured at LMX, however, gives an azimuth of 45°±5°. Thus, it appears that faults and fractures aligned oblique to the main tectonic trend have a greater influence on the anisotropic characteristics of the crust south of Cerro Prieto volcano than that of the regional stress field. Time delays between slow and fastS waves observed at CPX appear constant from 1988 to 1992 while delays measured at LMX for the same interval indicate a small increase with time which cannot be attributed to azimuthal variations of paths.
    Type of Medium: Electronic Resource
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  • 9
    Publication Date: 2017-04-04
    Description: We evaluate the goodness of fit of attenuation relations commonly used for the Italian national territory (Sabetta and Pugliese, 1996) by using the maximum likelihood approaches of Spudich et al. (1999) and Scherbaum et al. (2004). According to the classification scheme proposed by Scherbaum et al. (2004), the Sabetta and Pugliese (1996) relationships show consistent discrepancies between the predicted and the observed peak ground acceleration (PGA) at rock sites in the Umbria- Marche region, central Italy; however, at soft sites the agreement between observations and prediction is satisfactory. The bias of the residuals, computed with the Sabetta and Pugliese (1996) models for PGA, peak ground velocity, (PGV) and pseudovelocity response spectrum (PSV) (for Ml 4–6 and epicentral distances up to 100 km) is negative. This means that on the average, the predictions overestimate the observations, but the overestimation decreases with increasing magnitude. Then, we present regional predictive relations (UMA05) for maximum horizontal PGA, PGV, and 5%-damped PSV, derived from the strong-motion data recorded in the Umbria-Marche area and classified as to four site categories. The UMA05 attenuation relationships for rock sites are log10 (PGA) 2.487 0.534Ml 1.280 log10 (R2 3.942)0.5 0.268 log10 (PGV) 1.803 0.687Ml 1.150 log10 (R2 2.742)0.5 0.300 and log10 (PGA) 2.500 0.544Ml 1.284 log10 Rh 0.292 log10 (PGV) 1.752 0.685Ml 1.167 log10 Rh 0.297, where PGA is measured in fraction of g and PGV in centimeters per second, Ml is the local magnitude in the range 4–6, R is the epicentral distance in the range 1–100 km, and Rh is the hypocentral distance in kilometers. We used the random effect model (Brillinger and Priesler, 1985; Abrahamson and Youngs, 1992; Joyner and Boore, 1993; Joyner and Boore, 1994) to estimate the component of variance related to the earthquake-to-earthquake, station-to-station, and record-to-record variability, and to quantify the benefit of introducing a site classification in the attenuation model to reduce the variance. The introduction of the site classification in the attenuation model allows a reduction of the station-to-station component of variability (from 0.19 to 0.14 for PGA, and from 0.21 to 0.18 for PGV). We also found that the recordto- record component represents the largest contribution to the model uncertainty.
    Description: Published
    Description: 984-1002
    Description: JCR Journal
    Description: reserved
    Keywords: Ground-Motion ; 04. Solid Earth::04.06. Seismology::04.06.04. Ground motion
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: article
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  • 10
    Publication Date: 2017-04-04
    Description: Progetto INGV-DPC S3 “Scenari di scuotimento in aree di interesse prioritario e/o strategico”
    Description: Published
    Description: 4.2. TTC - Scenari e mappe di pericolosità sismica
    Description: open
    Keywords: scenario di scuotimento ; 04. Solid Earth::04.06. Seismology::04.06.04. Ground motion
    Repository Name: Istituto Nazionale di Geofisica e Vulcanologia (INGV)
    Type: report
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