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H/V spectral ratios and array techniques applied to ambient noise recorded in Colfiorito basin, Central Italy.
Language
English
Status
Published
Peer review journal
Yes
Title of the book
Issue/vol(year)
2/96 (2006)
Publisher
Seismological Society of America
Pages (printed)
490–505
Issued date
April 2006
Keywords
Abstract
The Colfiorito Basin is a small intramountain depression in the southern
section of the Northern Apennine chain that is filled with Quaternary alluvial deposits.
The presence of soft alluvial deposits has significantly influenced the level of
local damage that was caused by two major earthquakes (ML 5.6 and 5.8) belonging
to the swarm that started in September 1997. To verify the effects of the basin
structure on the predominant frequency of seismic motion, ambient noise measurements
were carried out in the Colfiorito Basin during two experiments in May and
July of 2002. The horizontal-to-vertical spectral ratios (HVSRs) were calculated for
data collected at four profiles in the basin. Array techniques were applied to determine
the wave types that composed the noise, to estimate their apparent velocity and
azimuth of propagation, and to calculate a velocity-dispersion curve from which a
velocity-depth structure was derived. The data analysis shows a high amplification
in the HVSR at low frequency. This feature is common to most of the sites, including
the reference site, and it is interpreted as being due to weather disturbances. The
peak frequencies of the spectral ratio calculated at the sites located in the center of
the basin coincide with the theoretically estimated resonance frequencies. The arrayaveraged
HVSR calculated for the array located in the middle of the plain has a
pronounced peak at 0.9 Hz. This corresponds to the peak of the amplification function
calculated on the basis of the velocity model deduced from the dispersion analysis.
The HVSR method is instead unsuitable for the prediction of the resonance frequencies
of sediments in the sites where strong lateral variations of basement topography
are present. We measured apparent velocities in the range of 0.3–0.8 km/sec by
applying f-k methods to array recordings. These values are compatible with the predominance
of surface waves in the noise, as also confirmed by polarization analysis.
Both Rayleigh and Love waves are present in the background seismic noise. The
results obtained by applying the spatial autocorrelation method to the vertical component
of the ground motion recorded at a 240-m-wide circular array deployed in
the middle of the basin revealed the presence of Rayleigh waves, and f-k methods
combined with polarization techniques revealed the presence of polarized Love
waves. The wave-field analysis indicates two main propagation directions: the first
is around N100 E in the frequency band of 1.0–2.0 Hz; this radiation can be interpreted
as being generated at the east-southeast step borders of the basin. The second
main direction is around N300 E in the frequency band of 2.0–3.0 Hz; its source
may be a 180-m-deep depression located at the southwest corner of the basin.
section of the Northern Apennine chain that is filled with Quaternary alluvial deposits.
The presence of soft alluvial deposits has significantly influenced the level of
local damage that was caused by two major earthquakes (ML 5.6 and 5.8) belonging
to the swarm that started in September 1997. To verify the effects of the basin
structure on the predominant frequency of seismic motion, ambient noise measurements
were carried out in the Colfiorito Basin during two experiments in May and
July of 2002. The horizontal-to-vertical spectral ratios (HVSRs) were calculated for
data collected at four profiles in the basin. Array techniques were applied to determine
the wave types that composed the noise, to estimate their apparent velocity and
azimuth of propagation, and to calculate a velocity-dispersion curve from which a
velocity-depth structure was derived. The data analysis shows a high amplification
in the HVSR at low frequency. This feature is common to most of the sites, including
the reference site, and it is interpreted as being due to weather disturbances. The
peak frequencies of the spectral ratio calculated at the sites located in the center of
the basin coincide with the theoretically estimated resonance frequencies. The arrayaveraged
HVSR calculated for the array located in the middle of the plain has a
pronounced peak at 0.9 Hz. This corresponds to the peak of the amplification function
calculated on the basis of the velocity model deduced from the dispersion analysis.
The HVSR method is instead unsuitable for the prediction of the resonance frequencies
of sediments in the sites where strong lateral variations of basement topography
are present. We measured apparent velocities in the range of 0.3–0.8 km/sec by
applying f-k methods to array recordings. These values are compatible with the predominance
of surface waves in the noise, as also confirmed by polarization analysis.
Both Rayleigh and Love waves are present in the background seismic noise. The
results obtained by applying the spatial autocorrelation method to the vertical component
of the ground motion recorded at a 240-m-wide circular array deployed in
the middle of the basin revealed the presence of Rayleigh waves, and f-k methods
combined with polarization techniques revealed the presence of polarized Love
waves. The wave-field analysis indicates two main propagation directions: the first
is around N100 E in the frequency band of 1.0–2.0 Hz; this radiation can be interpreted
as being generated at the east-southeast step borders of the basin. The second
main direction is around N300 E in the frequency band of 2.0–3.0 Hz; its source
may be a 180-m-deep depression located at the southwest corner of the basin.
References
Abrahamson, N. A., and B. A. Bolt (1987). Array analysis and synthesis
mapping of strong seismic motion, Seismic Strong Motion Synthetics,
B. A. Bolt (Editor), Academic Press, New York.
Aki, K. (1957). Space and time spectra of stationary stochastic waves, with
special reference to microtremors, Bull. Earthquake Res. Inst. Tokyo
Univ. 35, 415–456.
Bard, P. Y. (1999). Microtremor measurements: a tool for site effect estimation?
in Proc of the 2nd Int. Symp. on Effects of Surface Geology
on Seismic Motion, Yokohama, Japan, 1–3 December, 1251–1282.
Bindi, D., R. R. Castro, G. Franceschina, L. Luzi, and F. Pacor (2004). The
1997–1998 Umbria-Marche sequence (Central Italy): source, path,
and site effects estimated from strong motion data recorded in the
epicentral area, J. Geophys. Res. 109, B04312.
Capon, J. (1969). High resolution frequency-wave-number spectrum analysis,
Proc. IEEE 57, 1408–1418.
Cara, F., G. Di Giulio, and A. Rovelli (2003). A study on seismic noise
variations at Colfiorito, Central Italy: implications for the use of H/V
spectral ratios, Geophys. Res. Lett. 30, no. 18, 1972, doi 10.1029/
2003GL017807.
Chavez-Garcia, F. J., M. Rodriguez, and W. R. Stephenson (2005). An
alternative approach to the SPAC analysis of microtremors; exploiting
stationarity of noise, Bull. Seism. Soc. Am. 95, 277–293.
Cornou, C., P. Y. Bard, and M. Dietrich (2003). Contribution of dense array
analysis to the identification and quantification of basin-edge-induced
waves, part II: application to Grenoble Basin (French Alps), Bull.
Seism. Soc. Am. 93, 2624–2648.
Di Giulio, G., A. Rovelli, F. Cara, R. M. Azzara, R. Basili, and A. Caserta
(2003). Long-duration, asynchronous ground motions in the Colfiorito
Plain, Central Italy, observed on a two-dimensional dense array, J.
Geophys. Res. 108, no. B10, 2486, doi 10.1029/2002JB002367.
Drawinski, M., G. Ding, and K. L. Wen (1996). Analysis of spectral ratio
for estimating ground motion in deep basins, Bull. Seism. Soc. Am.
86, 646–654.
Duval, A. M., J. L. Chatelain, and B. Guillier, and the SESAME WP02
team (2004). Influence of experimental conditions on H/V determination
using ambient vibrations (noise). http://sesame-fp5.obs.ujfgrenoble.
fr/Conference/SDEE-jan2004_Duval.pdf (last accessed February
2006).
Gao, S., H. Liu, P. M. Davis, and L. Knopoff (1996). Localized amplification
of seismic waves and correlation with damage due to the Northridge
earthquake: evidence for focusing in Santa Monica, Bull. Seism.
Soc. Am. 86, no. 1B, S209–S230.
Herrmann, R. B. (1987). Computer programs in Seismology, University of
St. Louis, Missouri.
Idriss, I. M., and J. I. Sun (1992). User’s Manual for SHAKE91, Department
of Civil and Environmental Engineering, University of California,
Davis.
Kawase, H. (1996). The cause of the damage belt in Kobe: “The basinedge
effect” constructive interference of the direct S-wave with the
basin-induced diffracted Rayleigh waves, Seism. Res. Lett. 67, 25–34.
Kind, F., D. Fah, and D. Giardini (2005). Array measurements of S-wave
velocities from ambient vibrations, Geophys. J. Int. 160, 114–126.
Konno, K., and T. Ohmachi (1998). Ground-motion characteristics estimated
from spectral ratio between horizontal and vertical components
of microtremors, Bull. Seism. Soc. Am. 88, 228–241.
Lacoss, R. T., E. J. Kelly, and M. N. Toksoz (1969). Estimation of seismic
noise structure using arrays, Geophysics 34, 21–38.
Montalbetti, J. R., and E. R. Kanasewich (1970). Enhancement of teleseismic
body phases with a polarization filter, Geophys. J. R. Ast. Soc.
21, 119–129.
Nakamura, Y. (1989). A method for dynamic characteristics estimation of
subsurface using microtremor on the ground surface, Q. Rep. Railway
Tech. Res. Inst. 30, 25–33.
Nogoshi, M., and T. Igarashi (1970). On the amplitude characteristics of
microtremors, J. Seism. Soc. Jpn. 23, 264–280.
Riepl, J., P. Y. Bard, D. Hatzfeld, C. Papaioannou, and S. Nechtschin
(1998). Detailed evaluation of site-response estimation methods
across and along the sedimentary valley of Volvi (EURO-SEISTEST),
Bull. Seism. Soc. Am. 88, 488–502.
Rovelli, A., L. Scognamiglio, F. Marra, and A. Caserta (2001). Edgediffracted
1-s surface waves observed in a small-size intramountain
basin, Bull. Seism. Soc. Am. 91, 1851–1866.
Saccorotti, G., B. A. Chouet, and P. B. Dawson (2003). Shallow velocity
models at Kilauea Volcano, Hawaii, determined from array analyses
of tremor wave field, Geophys. J. Int. 152, 633–648.
Tertulliani, A. (2000). Qualitative effects of local geology on damage pattern,
Bull. Seism. Soc. Am. 90, 1543–1548.
Uebayashi, H. (2003). Extrapolation of irregular structures using the
horizontal-to-vertical spectral ratio of long-period microtremors, Bull.
Seism. Soc. Am. 93, 570–582.
mapping of strong seismic motion, Seismic Strong Motion Synthetics,
B. A. Bolt (Editor), Academic Press, New York.
Aki, K. (1957). Space and time spectra of stationary stochastic waves, with
special reference to microtremors, Bull. Earthquake Res. Inst. Tokyo
Univ. 35, 415–456.
Bard, P. Y. (1999). Microtremor measurements: a tool for site effect estimation?
in Proc of the 2nd Int. Symp. on Effects of Surface Geology
on Seismic Motion, Yokohama, Japan, 1–3 December, 1251–1282.
Bindi, D., R. R. Castro, G. Franceschina, L. Luzi, and F. Pacor (2004). The
1997–1998 Umbria-Marche sequence (Central Italy): source, path,
and site effects estimated from strong motion data recorded in the
epicentral area, J. Geophys. Res. 109, B04312.
Capon, J. (1969). High resolution frequency-wave-number spectrum analysis,
Proc. IEEE 57, 1408–1418.
Cara, F., G. Di Giulio, and A. Rovelli (2003). A study on seismic noise
variations at Colfiorito, Central Italy: implications for the use of H/V
spectral ratios, Geophys. Res. Lett. 30, no. 18, 1972, doi 10.1029/
2003GL017807.
Chavez-Garcia, F. J., M. Rodriguez, and W. R. Stephenson (2005). An
alternative approach to the SPAC analysis of microtremors; exploiting
stationarity of noise, Bull. Seism. Soc. Am. 95, 277–293.
Cornou, C., P. Y. Bard, and M. Dietrich (2003). Contribution of dense array
analysis to the identification and quantification of basin-edge-induced
waves, part II: application to Grenoble Basin (French Alps), Bull.
Seism. Soc. Am. 93, 2624–2648.
Di Giulio, G., A. Rovelli, F. Cara, R. M. Azzara, R. Basili, and A. Caserta
(2003). Long-duration, asynchronous ground motions in the Colfiorito
Plain, Central Italy, observed on a two-dimensional dense array, J.
Geophys. Res. 108, no. B10, 2486, doi 10.1029/2002JB002367.
Drawinski, M., G. Ding, and K. L. Wen (1996). Analysis of spectral ratio
for estimating ground motion in deep basins, Bull. Seism. Soc. Am.
86, 646–654.
Duval, A. M., J. L. Chatelain, and B. Guillier, and the SESAME WP02
team (2004). Influence of experimental conditions on H/V determination
using ambient vibrations (noise). http://sesame-fp5.obs.ujfgrenoble.
fr/Conference/SDEE-jan2004_Duval.pdf (last accessed February
2006).
Gao, S., H. Liu, P. M. Davis, and L. Knopoff (1996). Localized amplification
of seismic waves and correlation with damage due to the Northridge
earthquake: evidence for focusing in Santa Monica, Bull. Seism.
Soc. Am. 86, no. 1B, S209–S230.
Herrmann, R. B. (1987). Computer programs in Seismology, University of
St. Louis, Missouri.
Idriss, I. M., and J. I. Sun (1992). User’s Manual for SHAKE91, Department
of Civil and Environmental Engineering, University of California,
Davis.
Kawase, H. (1996). The cause of the damage belt in Kobe: “The basinedge
effect” constructive interference of the direct S-wave with the
basin-induced diffracted Rayleigh waves, Seism. Res. Lett. 67, 25–34.
Kind, F., D. Fah, and D. Giardini (2005). Array measurements of S-wave
velocities from ambient vibrations, Geophys. J. Int. 160, 114–126.
Konno, K., and T. Ohmachi (1998). Ground-motion characteristics estimated
from spectral ratio between horizontal and vertical components
of microtremors, Bull. Seism. Soc. Am. 88, 228–241.
Lacoss, R. T., E. J. Kelly, and M. N. Toksoz (1969). Estimation of seismic
noise structure using arrays, Geophysics 34, 21–38.
Montalbetti, J. R., and E. R. Kanasewich (1970). Enhancement of teleseismic
body phases with a polarization filter, Geophys. J. R. Ast. Soc.
21, 119–129.
Nakamura, Y. (1989). A method for dynamic characteristics estimation of
subsurface using microtremor on the ground surface, Q. Rep. Railway
Tech. Res. Inst. 30, 25–33.
Nogoshi, M., and T. Igarashi (1970). On the amplitude characteristics of
microtremors, J. Seism. Soc. Jpn. 23, 264–280.
Riepl, J., P. Y. Bard, D. Hatzfeld, C. Papaioannou, and S. Nechtschin
(1998). Detailed evaluation of site-response estimation methods
across and along the sedimentary valley of Volvi (EURO-SEISTEST),
Bull. Seism. Soc. Am. 88, 488–502.
Rovelli, A., L. Scognamiglio, F. Marra, and A. Caserta (2001). Edgediffracted
1-s surface waves observed in a small-size intramountain
basin, Bull. Seism. Soc. Am. 91, 1851–1866.
Saccorotti, G., B. A. Chouet, and P. B. Dawson (2003). Shallow velocity
models at Kilauea Volcano, Hawaii, determined from array analyses
of tremor wave field, Geophys. J. Int. 152, 633–648.
Tertulliani, A. (2000). Qualitative effects of local geology on damage pattern,
Bull. Seism. Soc. Am. 90, 1543–1548.
Uebayashi, H. (2003). Extrapolation of irregular structures using the
horizontal-to-vertical spectral ratio of long-period microtremors, Bull.
Seism. Soc. Am. 93, 570–582.
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