Skip to main content
Log in

Statistical correlation of earthquake and ambient noise spectral ratios

  • Original Research Paper
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

The Horizontal-to-Vertical Spectral Ratio from earthquake (HVSR) and from ambient noise (HVN) recordings realistically indicate the fundamental frequency of soil response but, for the majority of the worldwide examined sites, they do not provide reliable amplification curves as calculated by the earthquake standard Spectral Ratio (SSR). Given the fact that HVSR and especially HVN can be easily obtained, it is challenging to search for a meaningful correlation with SSR amplification functions for the entire frequency band and to use the results for the SSR estimate at a further site where only noise measurements are available. To this aim we used recordings from 75 sites worldwide and we applied a multivariate statistical approach (canonical correlation analysis) to investigate and quantify any correlation among spectral ratios. The canonical correlation between SSR and HVN is then used to estimate the expected SSR at each site by a weighted average of the SSR values measured at the other sites; the weights are properly set to account more for sites with similar behaviour in terms of the canonical correlation results between HVN and SSR. This procedure, repeated for all sites in turn, constitutes the basis of a cross validation. The comparison between the inferred and the original SSR highlights the improvements of site response estimation with respect to the use of ambient noise techniques. The goodness and limitations of the reconstruction procedure are explained by specific geological settings.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • Beauval C, Bard P-Y, Moczo P, Kristek J (2003) Quantification of frequency-dependent lengthening of seismic ground motion duration due to local geology: applications to the Volvi area (Greece). Bull Seismol Soc Am 93(1):371–385

    Article  Google Scholar 

  • Bonnefoy-Claudet S, Cotton F, Bard P-Y (2006) The nature of the seismic noise wave field and its implication for site effects studies: a literature review. Earth Sci Rev 79(3–4):205–227

    Article  Google Scholar 

  • Bonnefoy-Claudet S, Köhler A, Cornou C, Wathelet M, Bard P-Y (2008) Effects of love waves on microtremor H/V ratio. Bull Seismol Soc Am 98:288–300. doi:10.1785/0120070063

    Article  Google Scholar 

  • Bensalem R, Chatelain J-L, Machane D, Oubaiche EH, Hellel M, Guillier B, Djeddi M, Djadia L (2010) Ambient vibration techniques applied to explain heavy damages caused in Corso (Algeria) by the 2003 Boumerdes earthquake: understanding seismic amplification due to gentle slopes. Seismol Res Lett 81(6):928–940. doi:10.1785/gssrl.81.6.928

    Article  Google Scholar 

  • Borcherdt RD (1970) Effects of local geology on ground motion near San Francisco Bay. Bull Seismol Soc Am 60(1):29–61

    Google Scholar 

  • Cadet H, Duval A-M, Bertrand E, Bard P-Y (2007) Case study of noise array measurements in soft clay at l’Ebron, Trièves, Isère, France. VIIème Colloque National de l’AFPS, Ecole Centrale de Paris, Chatenay-Malabry, 4–6 Juillet 2007, paper no. A034

  • Cara F, Cultrera G, Azzara RM, De Rubeis V, Di Giulio G, Giammarinaro MS, Tosi P, Vallone P, Rovelli A (2008) Microtremor measurements in the City of Palermo, Italy: analysis of the correlation with local geology and damage. Bull Seismol Soc Am 98(3):1354–1372. doi:10.1785/0120060260

    Article  Google Scholar 

  • Cara F, Di Giulio G, Cavinato GP, Famiani D, Milana G (2011) Seismic characterization and monitoring of Fucino Basin (Central Italy). Bull Earth Eng 9(6):1961–1985. doi:10.1007/s10518-011-9282-2

    Article  Google Scholar 

  • Castellaro S, Mulargia F (2009) The effect of velocity inversions on H/V. Pure Appl Geophys 166(4):567–592

    Article  Google Scholar 

  • CEN (2004) Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. European Standard EN 1998-1:2004. Comité Européen de Normalisation, Brussels, Belgium

  • Chaljub E, Moczo P, Tsuno S, Bard P-Y, Kristek J, Käser M, Stupazzini M, Kristekova M (2010) Quantitative comparison of four numerical predictions of 3D ground motion in the Grenoble Valley. Bull Seismol Soc Am 100(4):1427–1455. doi:10.1785/0120090052

    Article  Google Scholar 

  • Chávez-García FJ (2007) Site effects: from observation and modeling to accounting for them in building codes. In: Pitilakis KD (ed) Earthquake geotechnical engineering. Geotechnical, geological and earthquake engineering, vol 6. Springer, Netherlands, pp 53–72

  • Cornou C, Bard P-Y (2003) Site-to-bedrock over 1D transfer function ratio: an indicator of the proportion of edge-generated surface waves? Geophys Res Lett 30(9):1453. doi:10.1029/2002GL01659

    Article  Google Scholar 

  • Cornou C, Guillier B, Kristek J, Bonnefoy-Claudet S, Bard P-Y, Faeh D, Moczo P (2006) Simulation of seismic ambient vibrations: does the H/V provide quantitative information in 2D–3D structure. In: Proceedings of the third international symposium on the effects of surface geology, Grenoble (France), 30 Aug–1 Sept 2006, paper no. 153

  • Davis JC (2002) Statistics and data analysis in geology, 3rd edn. Wiley, New York

    Google Scholar 

  • de Smith M, Goodchild M, Longley P (2007) Geospatial analysis: a comprehensive guide to principles, techniques and software tools, 2nd edn. Troubador Publishing, UK

    Google Scholar 

  • Di Giulio G, Rovelli A, Cara F, Azzara M, Marra F, Basili R, Caserta A (2003) Long-duration asynchronous ground motions in the Colfiorito plain, central Italy, observed on a two-dimensional dense array. J Geophys Res 108(B10):2486

    Article  Google Scholar 

  • Di Giulio G, Improta L, Calderoni G, Rovelli A (2008) A study of the seismic response of the city of Benevento (Southern Italy) through a combined analysis of seismological and geological data. Eng Geol 97(3–4):146–170. doi:10.1016/j.enggeo.2007.12.010

    Article  Google Scholar 

  • Dubos N, Souriau A, Ponsolles C, Fels1 J-F, Sénéchal G (2003) Etudes des effets de sites dans la ville de Lourdes (Pyrénées, France) par la méthode des rapports spectraux. Bulletin de la Société Géologique de France 174(1):33–44. doi:10.2113/174.1.33

  • Duval AM (1994) Determination de la réponse d’un site aux séisme à l’aide de bruit de fond: evaluation expérimentale. PhD thesis, Université Pierre-et-Marie Curie, Paris (in French)

  • Duval A-M, Bard P-Y, Lebrun B, Lacave-Lachet C, Riepl J, Hatzfeld D (2001) H/V technique for site response analysis: synthesis of data from various surveys. Bollettino di Geofisica Teorica ed Applicata 42(3/4):267–280

    Google Scholar 

  • EUROSEISMOD EU Project, Final Report (1998) European project Euroseismod ENV4-CT-96-0255 (DG12) (1996–1998)

  • Fäh D, Kind F, Giardini D (2003) Inversion of local S-wave velocity structures from average H/V ratios, and their use for the estimation of site-effects. J Seismol 7(4):449–467. doi:10.1023/B:JOSE.0000005712.86058.42

    Article  Google Scholar 

  • Field E, Jacob K (1995) A comparison of various site-response estimation techniques, including three that are not reference-site dependent. Bull Seismol Soc Am 85:1127–1143

    Google Scholar 

  • Gaffet S, Cultrera G, Dietrich M, Courboulex F, Marra F, Bouchon M, Caserta A, Cornou C, Deschamps A, Glot J-P, Guiguet R (2000) A site effect study during the 1997 Umbria-Marche (central Italy) earthquakes. J Seismol 4:525–541

    Article  Google Scholar 

  • Gallipoli MR, Mucciarelli M, Gallicchio S, Tropeano M, Lizza C (2004) Horizontal to vertical spectral ratio (HVSR) measurements in the area damaged by the 2002 Molise, Italy, earthquake. Earthq Spectra 20(S1):S81–S93

    Google Scholar 

  • Haghshenas E (2005) Conditions géotechniques et aléa sismique local à Téhéran/Geotechnical condition and local seismic hazard in Tehran. PhD thesis, Joseph Fourier University, Grenoble, France, 273 p (in French with English abstract). http://tel.archives-ouvertes.fr/tel-00010960

  • Haghshenas E, Bard P-Y, Theodulidis N, SESAME WP04 Team (Atakan K, Cara F, Cornou C, Cultrera G, Di Giulio G, Dimitriu P, Fäh D, de Franco R, Marcellini A, Pagani M, Rovelli A, Savvaidis A, Tento A, Vidal S, Zacharopoulos S) (2008) Empirical evaluation of microtremor H/V spectral ratio. Bull Earthq Eng 6:75–108. doi:10.1007/s10518-007-9058-x

    Google Scholar 

  • Lachet C, Hatzfeld D, Bard P-Y, Theodoulidis N, Papaioannou C, Savvaidis A (1996) Site effects and microzonation in the city of Thessaloniki (Greece): comparison of different approaches. Bull Seismol Soc Am 86:1692–1703

    Google Scholar 

  • Lebrun B, Hatzfeld D, Bard P-Y (2001) Site effect study in urban area: experimental results in Grenoble (France). Pure Appl Geophys 158(12):2543–2557

    Article  Google Scholar 

  • Lermo J, Chávez-García FJ (1993) Site effect evaluation using spectral ratios with only one station. Bull Seismol Soc Am 83:1574–1594

    Google Scholar 

  • Moran PAP (1950) Notes on continuous stochastic phenomena. Biometrika 37(1):17–23. doi:10.2307/2332142

    Article  Google Scholar 

  • Panou AA, Theodoulidis N, Hatzidimitriou P, Savvaidis A, Papazachos CB (2005) Reliability tests of horizontal-to-vertical spectral ratio based on ambient noise measurements in urban environment: the case of Thessaloniki city (Northern Greece). Pure Appl Geophys 162:891–912

    Article  Google Scholar 

  • Panzera F, Rigano R, Lombardo G, Cara F, Di Giulio G, Rovelli A (2011) The role of alternating outcrops of sediments and basaltic lavas on seismic urban scenario: the study case of Catania. Italy. Bull Earthq Eng 9(2):411–439. doi:10.1007/s10518-010-9202-x

    Google Scholar 

  • Parolai S, Cara F, Bindi D, Pacor F (2009) Empirical site-specific response-spectra correction factors for the Gubbio basin (Central Italy). Soil Dyn Earthq Eng 29(3):546–552

    Article  Google Scholar 

  • Rao CR (1973) Linear statistical inference and its applications, vol 2. Wiley, New York

    Book  Google Scholar 

  • Riepl J, Bard P-Y, Hatzfeld D, Papaioannou C, Nechtschein S (1998) Detailed evaluation of site-response estimation methods across and along the sedimentary valley of Volvi (EURO-SEISTEST). Bull Seismol Soc Am 88(2):488–502

    Google Scholar 

  • Rigano R, Cara F, Lombardo G, Rovelli A (2008) Evidence for ground motion polarization on fault zones of Mount Etna volcano. J Geophys Res 113:B10306. doi:10.1029/2007JB005574

    Article  Google Scholar 

  • Rodriguez VHS, Midorikawa S (2002) Applicability of the H/V spectral ratio of microtremors in assessing site effects on seismic motion. Earthq Eng Struct Dyn 31:261–279

    Article  Google Scholar 

  • Sawada Y, Taga M, Watanabe M, Nakamoto T, Nagumo H, Kudo K, Horike M, Sakajiri N, Sasatani T (2004) Applicability of microtremor H/V method for KiK-net strong motion observation sites and Nobi plain. In: Proceedings of 13th W.C.E.E., paper no. 855, CD-ROM

  • Strollo A, Parolai S, Bindi D, Chiauzzi L, Pagliuca R, Mucciarelli M, Zschau J (2012) Microzonation of Potenza (Southern Italy) in terms of spectral intensity ratio using joint analysis of earthquakes and ambient noise. Bull Earthq Eng 10(2):493–516. doi:10.1007/s10518-011-9256-4

    Article  Google Scholar 

  • Steidl JH, Tumarkin AG, Archuleta RJ (1996) What is a reference site? Bull Seismol Soc Am 86:1733–1748

    Google Scholar 

  • Theodulidis N, Cultrera G, Tento A, Faeh D, Atakan K, Bard P-Y, Panou A, the SESAME-Team (2004) Empirical evaluation of the horizontal-to-vertical spectral ratio technique: results from the SESAME project. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, August 2004, paper no. 2323. ISBN:0-9685376-1-8

  • Theodoulidis N, Cultrera G, De Rubeis V, Cara F, Panou A, Pagani M, Teves-Costa P (2008) Correlation between damage distribution and ambient noise H/V spectral ratio. Bull Earthq Eng 6:109–140. doi:10.1007/s10518-008-9060-y

    Article  Google Scholar 

  • Tento A, Arrigoni V, Frassineti G, Martelli L (2002) Elementi di microzonazione sismica dell’area di Predappio Bassa. Allegato al Piano strutturale comunale del Comune di Predappio (provincial di Forlì-Cesena), attuazione degli art.21 e 28 della L.R. 20/2000 e s.m.i. http://www.provincia.fc.it/pianificazione/psc2006/predappio/All_Predappio/All_Predappio.pdf

  • Visual Numerics Inc. (1997) International Mathematics and Statistics Library (IMSL), vols l, 2. Visual Numerics Inc., Houston

  • Zaré M, Bard P-Y, Ghafory-Ashtinany M (1999) Site characterizations for the Iranian strong motion network. J Soil Dyn Earthq Eng 18(2):101–123

    Article  Google Scholar 

Download references

Acknowledgments

We acknowledge Alberto Tento and Paula Teves Costa for providing further information on the experiments sites, Antonio Rovelli for the useful discussions and the Reviewers JJ Bommer and M Mucciarelly for their thorough reviews that largely improved this paper. This study has been performed in the framework of the ToK ITSAK-GR EC project (2006–2010) and NERA EU project (European Community’s Seventh Framework Programme [FP7/2007-2013] under Grant Agreement No. 262330).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Giovanna Cultrera.

Appendix

Appendix

The SSR estimation is based on the following reasonable assumption: the relation of SSR and HVN spectral ratios of a testing site is similar to the one derived from the other sites used for the canonical correlation analysis. From a statistical point of view, this means that the original dataset is representative and includes several sites similar to the one under scrutiny.

As explained in Sect. 4, we estimate each bin value expected for the SSR at the target site \(a\) as a weighted average of the seven bin SSR values measured at the other sites; because the weights depend on the canonical couples, the final estimates is an average of what is obtained by each reliable couple (Eq. 4 in the main paper):

$$\begin{aligned} \overline{SSR}\left( k\right) _a =\displaystyle \mathop \sum \limits _{i=1}^c \displaystyle \mathop \sum \limits _{m=1}^n \frac{u_{kmi} }{U(k)}\times \textit{SSR}(k)_m ,\quad m\ne a \end{aligned}$$
(8)

where the index \(i\) identifies the used canonical couple, \(a\) represents the target site and \(m\) each of the other \(n\) sites, \(k\) refers to frequency bins, \(u_{kmi}\) are the weights and U(\(k\)) is the sum of the weights over all the significant canonical couples \(c\) and all the sites \(n\):

$$\begin{aligned} U(k)=\sum _{i=1}^c {\sum _{m=1}^n {u_{kmi} ,\;m\ne a} } \end{aligned}$$
(9)

The weights are crucial to define the SSR expected at the target site \(a\) and they are built following two criteria:

  1. (1)

    they are set in order to account more on sites characterized by similar behaviour on the canonical plane; a satisfactory measure of the degree of similitude between two sites is provided by the distance \(d\) in the Xcan–Ycan canonical plane (Fig. 7 in the main paper) for each canonical couple \(i\): the shorter the distance, the more similar the behaviour;

  2. (2)

    as the contribution to the correlation is mostly due to some specific bins, the weights should account also for the contribution of each bin to the canonical variable.

Both above mentioned characteristics are taken into account in the Moran’s index (Moran 1950; Smith et al. 2007), which is the ratio between the covariance and the variance of SSR(\(k\)) of all couple of sites having a distance \(d_{mj}\) within the range \(d_{p}-\varDelta \hbox {d}< d_{mj}<d_{p}+\varDelta \hbox {d}\), for a given canonical couple \(i\):

$$\begin{aligned} \textit{MI}_i \left( {k,d_p } \right)&= \frac{n}{\mathop \sum \nolimits _{m=1}^{n-1} \mathop \sum \nolimits _{j=m+1}^n w_{mj} \left( {d_p ,i} \right) }\nonumber \\&\times \frac{\mathop \sum \nolimits _{m=1}^{n-1} \mathop \sum \nolimits _{j=m+1}^n w_{mj} (d_p ,i) \!\times \! [\textit{SSR}(k)_m \!-\! \overline{SSR}(k)]\!\times \! [\textit{SSR}(k)_j \!-\! \overline{SSR}(k)]}{\mathop \sum \nolimits _{m=1}^n [\textit{SSR}(k)_m \!-\! \overline{SSR} (k)]^{2}}\nonumber \\ \end{aligned}$$
(10)

where \(k\) is the bin, SSR\((k)_{m}\) or SSR\((k)_{j}\) is the SSR value at a site \(m\) or \(j, \overline{SSR}(k)\) is the average for all \(n\) sites. The weight \(w_{mj}(d_{p},i)\) selects the couple of sites having a distance within the range [\(d_{p} -\varDelta \hbox {d}, d_{p}+\varDelta \hbox {d}\)[ in the canonical plane (Fig. 7 in the main paper): \(w_{mj}(d_{p},i)\) \(=\) 1 if the distance between the two sites \(m\) and \(j\) is inside the range, and \(w_{mj}(d_{p},i) =0\) otherwise, where \(\varDelta d\) is a fraction of the maximum distance range (Smith et al. 2007). The Moran index of the first canonical couple of the canonical correlation SSR–HVN described in Sect. 4 is shown in Fig. 11: the central bins 3–5 (0.6–3.3 Hz) are characterized by a high correlation at close sites in the canonical plane which quickly decreases for larger distances. This behaviour means that the spectral ratios in this frequency range are very similar when the sites have similar Xcan–Ycan values, and diverge for sites located at larger distance positions on the canonical plane.

Fig. 11
figure 11

Moran Index \(\hbox {MI}_\mathrm{i}\)(k, d) for the 7 SSR bins (dots) for the 1st canonical couple of the canonical correlation SSR–HVN described in Sect. 4, as a function of the distance in the canonical correlation plane (Fig. 7, main paper). The continuous lines are the 2nd order polinomial fit. The Moran Index can assume values from +1 (perfect correlation) to \(-\)1 (perfect inverse correlation)

The Moran Index is then a suitable quantity to assess the importance of a site within the estimate of the spectral ratio at the target site, that is the weights \(u_{kmi}\) of the Eq. 8 (Eq. 4 in the main paper):

$$\begin{aligned} \left\{ \begin{array}{ll} u_{kmi} =\textit{MI}_i (k,d)_{fit} &{}\quad \textit{if}\,\textit{MI}_i (k,d)_{fit} >0 \\ u_{kmi} =0&{} \quad \textit{if}\, \textit{MI}_i (k,d)_{fit} \le 0 \\ \end{array} \right. \end{aligned}$$
(11)

where \(MI_{i }(k,d)_{fit}\) is a second degree polynomial fit of (\(MI (k,d_p))\) for each bin and canonical couple (continuous lines in Fig. 11). Note that the position of each site in the canonical space (hence the distance range) varies depending of the canonical couple, accounting for the different correlation behaviour, and consequently the bin weights associated to each site change from one canonical couple to the other (Eqs. 10, 11).

The measure of the variability associated to each reconstructed bin \(\overline{SSR} (k)_a \) (Eq. 8 or Eq. 4 in the main paper) is evaluated from the differences between the \(\hbox {SSR(k)}_{m}\) recorded at the other sites and the estimated value at the target site:

$$\begin{aligned} \sigma (k)_a =\sqrt{\mathop \sum \nolimits _{i=1}^c \sigma ^{2}(k)_{ai} }=\sqrt{\mathop \sum \nolimits _{i=1}^c \mathop \sum \nolimits _{m=1}^n \frac{u_{kmi} }{U\left( k \right) }[\textit{SSR}\left( k \right) _m -\overline{SSR}_i \left( k \right) _a ]^{2}},\quad m\ne a\nonumber \\ \end{aligned}$$
(12)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Cultrera, G., De Rubeis, V., Theodoulidis, N. et al. Statistical correlation of earthquake and ambient noise spectral ratios. Bull Earthquake Eng 12, 1493–1514 (2014). https://doi.org/10.1007/s10518-013-9576-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-013-9576-7

Keywords

Navigation