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An Automatic Procedure to Determine the Fundamental Site Resonance: Application to the Iranian Strong Motion Network

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Abstract

We present an objective technique for assessing the fundamental resonance frequency (\({\text{f}}_{0}\)) of a given site through horizontal-to-vertical (H/V) spectral ratio. H/V spectral ratios have been determined from 5%-damped spectral acceleration derived from strong-motion time histories recorded at accelerograph stations. The technique has been applied to an updated comprehensive strong ground-motion database from Iran. In this study, the resultant \({\text{f}}_{0}\) values have been also evaluated through visual inspection of average H/V response spectral ratios for each station as well as detailed inspection of vertical and horizontal spectral components of all events recorded at each station. The technique has been applied to 389 stations of the Iran Strong Motion Network (ISMN), from which \({\text{f}}_{0}\) values have been determined for 266 stations. The determined \({\text{f}}_{0}\) values have been used to estimate time-averaged shear-wave velocity in the upper 30 m (\({\text{V}}_{{{\text{S}}30}}\)), taking into account the correlation between H/V parameters and measured \({\text{V}}_{{{\text{S}}30}}\) values at recording stations. Results and corresponding model uncertainties have been compared with other related studies conducted for Japan, Central and Eastern North America as well as a global model. In comparison with other datasets, the Iranian \({\text{V}}_{{{\text{S}}30}}\) model shows the highest \({\text{V}}_{{{\text{S}}30}}\) values among all models. We use the region-specific equation developed in this study to estimate \({\text{V}}_{{{\text{S}}30}}\) values for 63 stations of ISMN where no other site characterization was available.

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References

  • Abrahamson, N. A., Silva, W. J., & Kamai, R. (2014). Summary of the ASK14 ground motion relation for active crustal regions. Earthquake Spectra, 30(3), 1025–1055.

    Article  Google Scholar 

  • Anderson, J. G., & Hough, S. E. (1984). A model for the shape of the Fourier amplitude spectrum of acceleration at high frequencies. Bulletin of the Seismological Society of America, 74(5), 1969–1993.

    Google Scholar 

  • Ansari, A., Noorzad, A., Zafarani, H., & Vahidifard, H. (2010). Correction of highly noisy strong motion records using a modified wavelet de-noising method. Soil Dynamic and Earthquake Engineering, 30, 1168–1181.

    Article  Google Scholar 

  • Ansari, A., Noorzad, A., & Zare, M. (2007). Application of wavelet multi-resolution analysis for correction of seismic acceleration records. Journal of Geophysics and Engineering, 4, 1–16.

    Article  Google Scholar 

  • Bard, P. Y. (1998). Microtremor measurements: A tool for site effect estimation? In Proceeding of the second international symposium on the effects of surface geology on seismic motion, Yokohama, Japan (Vol. 3, pp. 1251–1279).

  • Bard, P. Y., & Bouchon, M. (1985). The two-dimensional resonance of sediment filled valleys. Bulletin of the Seismological Society of America, 75, 519–541.

    Google Scholar 

  • Bard P. Y. & The SESAME Project. (2004). Guidelines for the implementation of the H/V spectral ratio technique on ambient vibration. European Commission Research General Directorate Project.

  • Bazzurro, P., Cornell, C. A., & Pelli, F. (1999). Site- and soil-specific PSHA for nonlinear soil sites. In 2nd international symposium on earthquake resistant engineering structures. ERES99, 15–17 June, Catania, Italy.

  • Bielak, J., Xu, J., & Ghattas, O. (1999). Earthquake ground motion and structural response in alluvial valleys. Journal of Geotechnical and Geoenvironmental Engineering, 125, 413–423.

    Article  Google Scholar 

  • Bindi, D., Massa, M., Luzi, M. L., Ameri, G., Pacor, F., Puglia, R., et al. (2014). Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3 s using the RESORCE dataset. Bulletin of Earthquake Engineering, 12(1), 391–430.

    Article  Google Scholar 

  • Bommer, J. J., Akkar, S., & Kale, Ö. (2011). A model for vertical-to-horizontal response spectral ratios for Europe and the Middle East. Bulletin of the Seismological Society of America, 101, 1783–1806.

    Article  Google Scholar 

  • Bonilla, L. F., Steid, J. H., Lindley, G. T., Tumarkin, A. G., & Archuleta, R. J. (1997). Site amplification in the San Fernando Valley, California: Variability of site-effect estimation using the S-wave, Coda and H/V methods. Bulletin of the Seismological Society of America, 87, 710–730.

    Google Scholar 

  • Bonnefoy-Claudet, S., Cotton, F., & Bard, P. Y. (2006). The nature of noise wavefield and its applications for site effects studies. A literature review. Earth-Science Reviews, 79, 205–227.

    Article  Google Scholar 

  • Bonnefoy-Claudet, S., Kohler, A., Cornou, C., Wathelet, M., & Bard, P. Y. (2008). Effects of Love waves on microtremor H/V ratio. Bulletin of the Seismological Society of America, 98, 288–300.

    Article  Google Scholar 

  • Boore, D. M. (2005). On pads and filters: Processing strong-motion data. Bulletin of the Seismological Society of America, 95, 745–750.

    Article  Google Scholar 

  • Boore, D. M., & Bommer, J. J. (2005). Processing of strong-motion accelerograms: Needs, options and consequences. Soil Dynamic and Earthquake Engineering, 25, 93–115.

    Article  Google Scholar 

  • Boore, D. M., Stephens, C. D., & Joyner, W. B. (2002). Comments on baseline correction of digital strong-motion data; Examples for the 1999 Hector Mine, California, earthquake. Bulletin of the Seismological Society of America, 92(4), 1543–1560.

    Article  Google Scholar 

  • Boore, D. M., Stewart, J. P., Seyhan, E., & Atkinson, G. M. (2014). NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes. Earthquake Spectra, 30(3), 1057–1085.

    Article  Google Scholar 

  • Boore, D. M., Watson-Lamprey, J., & Abrahamson, N. A. (2006). Orientation-independent measures of ground motion. Bulletin of the Seismological Society of America, 96, 1502–1511.

    Article  Google Scholar 

  • Bora, S. S., Scherbaum, F., Kuehn, N., & Stafford, P. J. (2016). On the relationship between Fourier and response spectra: Implications for the adjustment of empirical ground-motion prediction equations (GMPEs). Bulletin of the Seismological Society of America, 106(3), 1235–1253.

    Article  Google Scholar 

  • Bouchon, M. (1973). Effects of topography on surface motion. Bulletin of the Seismological Society of America, 63, 615–622.

    Google Scholar 

  • Bozorgnia, Y., & Campbell, K. W. (2016). Ground motion model for the vertical-to-horizontal (V/H) ratios of PGA, PGV, and response spectra. Earthquake Spectra, 32(2), 951–978.

    Article  Google Scholar 

  • Building Seismic Safety Council. (2009). NEHRP recommended seismic provisions for new buildings and other structures, FEMA P-750. Washington, DC: Building Seismic Safety Council. The National Institute of Building Sciences.

    Google Scholar 

  • Cadet, H. (2007). Utilisation combinée des méthodes basées sur le bruit de fond dans le cadre du microzonage sismique. Thèse de doctorat de l’Université Joseph Fourier, Grenoble.

  • Cadet, H., Bard, P. Y., Duval, A. M., & Bertrand, E. (2012a). Site effect assessment using KiK-net data: Part2. Site amplification prediction equation based on f0 and Vsz. Bulletin of Earthquake Engineering, 10, 451–489.

    Article  Google Scholar 

  • Cadet, H., Bard, P. Y., & Rodriguez-Marek, A. (2010). Defining a standard rock. Propositions based on the KiK-net data. Bulletin of the Seismological Society of America, 100, 172–195.

    Article  Google Scholar 

  • Cadet, H., Bard, P. Y., & Rodriguez-Marek, A. (2012b). Site effect assessment using KiK-net data: Part 1. A simple correction procedure for surface/downhole spectral ratios. Bulletin of Earthquake Engineering, 10(2), 421–448.

    Article  Google Scholar 

  • Cauzzi, C., Faccioli, E., Vanini, M., & Bianchini, A. (2015). Updated predictive equations for broadband (0.01–10 s) horizontal response spectra and peak ground motions based on a global dataset of digital acceleration records. Bulletin of Earthquake Engineering, 13(6), 1587–1612.

    Article  Google Scholar 

  • Chanerley, A. A., & Alexander, N. A. (2015). Wavelet domain seismic correction. In M. Beer, I. A. Kougioumtzoglou, E. Patelli, & S. Au (Eds.), Encyclopedia of earthquake engineering (pp. 3934–3959). Berlin, Heidelberg: Springer. https://doi.org/10.1007/978-3-642-35344-4_272.

    Chapter  Google Scholar 

  • Chatelain, J. L., Guillier, B., Cara, F., Duval, A. M., Atakan, K., Bard, P. Y., et al. (2008). Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings. Bulletin of Earthquake Engineering, 6(1), 33–74.

    Article  Google Scholar 

  • Darzi, A., Zolfaghari, M. R., Cauzzi, C., & Fäh, D. (2018). An empirical ground motion model for horizontal PGV, PGA and 5%-damped elastic response spectra (0.01–10 s) in Iran. Bulletin of the Seismological Society of America. Paper ID number: BSSA-D-18-00196R3.

  • Di Alessandro, C., Bonilla, L. F., Boore, D. M., Rovelli, A., & Scotti, O. (2012). Predominant-period site classification for response spectra prediction equations in Italy. Bulletin of the Seismological Society of America, 102, 680–695.

    Article  Google Scholar 

  • Donoho, D. L. (1993). Wavelet shrinkage and W.V.D.: A ten minute tour. In Y. Meyer & S. Roques (Eds.), Progress in wavelet analysis and applications (pp. 109–128). Gif-sur-Yvette: Frontieres.

    Google Scholar 

  • Douglas, J. (2003). What is a poor quality strong-motion record? Bulletin of Earthquake Engineering, 1, 141–156.

    Article  Google Scholar 

  • Edwards, B., Poggi, V., & Fäh, D. (2011). A predictive equation for the vertical-to-horizontal ratio of ground motion at rock sites based on shear-wave velocity profiles from Japan and Switzerland. Bulletin of the Seismological Society of America, 101, 2998–3019.

    Article  Google Scholar 

  • Fäh, D., Kind, F., & Giardini, D. (2001). A theoretical investigation of average H/V ratios. Geophysical Journal International, 145, 535–549.

    Article  Google Scholar 

  • 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. Journal of Seismology, 7, 449–467.

    Article  Google Scholar 

  • Field, E., & Jacob, K. (1995). A comparison of various site-response estimation techniques, including three that are not reference-site dependent. Bulletin of the Seismological Society of America, 85, 1127–1143.

    Google Scholar 

  • Gallipoli, M. R., & Mucciarelli, M. (2009). Comparison of Site Classification from VS30, VS10, and HVSR in Italy. Bulletin of the Seismological Society of America, 99(1), 340–351.

    Article  Google Scholar 

  • Ghasemi, H., Zare, M., Fukushima, Y., & Sinaeian, F. (2009). Applying empirical methods in site classification, using response spectral ratio (H/V): A case study on Iranian Strong Motion Network (ISMN). Soil Dynamic and Earthquake Engineering, 29, 121–132.

    Article  Google Scholar 

  • Ghofrani, H., & Atkinson, G. M. (2014). Site condition evaluation using horizontal-to-vertical response spectral ratios of earthquakes in the NGA-West 2 and Japanese databases. Soil Dynamic and Earthquake Engineering, 67, 30–43.

    Article  Google Scholar 

  • Ghofrani, H., Atkinson, G. M., & Goda, K. (2013). Implications of the 2011 M 9.0 Tohoku Japan earthquake for the treatment of site effects in large earthquakes. Bulletin of Earthquake Engineering, 11, 171–203.

    Article  Google Scholar 

  • Ghorbani, M. (2013). Chapter 2: A summary of geology of Iran. In M. Ghorbani (Ed.), The economic geology of Iran: Mineral deposits and natural resources (Vol. XVI). Springer Geology. Dordrecht: Springer. https://doi.org/10.1007/978-94-007-5625-0.

  • Haghshenas, E., Bard, P. Y., Theodulidis, N., & SESAME WP04 Team. (2008). Empirical evaluation of microtremor H/V spectral ratio. Bulletin of the Seismological Society of America, 6, 74–108.

    Google Scholar 

  • Hassani, B., & Atkinson, G. M. (2016). Applicability of the site fundamental frequency as a VS30 proxy for central and eastern North America. Bulletin of the Seismological Society of America, 106, 653–664.

    Article  Google Scholar 

  • Horike, M., Zhao, B., & Kawase, H. (2001). Comparison of site response characteristics inferred from microtremor and earthquake shear waves. Bulletin of the Seismological Society of America, 91(6), 1526–1536.

    Article  Google Scholar 

  • International Federation of Red Cross and Red Crescent Societies. (2004). https://media.ifrc.org/ifrc/.

  • Kale, Ö., Akkar, S., Ansari, A., & Hamzehloo, H. (2015). A ground-motion predictive model for Iran and Turkey for horizontal PGA, PGV, and 5% damped response spectrum: Investigation of possible regional effects. Bulletin of the Seismological Society of America, 105(2A), 963–980.

    Article  Google Scholar 

  • Kawase, H., Sánchez-Sesma, F. J., & Matsushima, S. (2011). The optimal use of horizontal-to-vertical spectral ratios of earthquake motions for velocity inversions based on diffuse-field theory for plane waves. Bulletin of the Seismological Society of America, 101, 2001–2014.

    Article  Google Scholar 

  • Komak Panah, A., Hafezi Moghaddas, N., Ghayamghamian, M. R., Motosaka, M., et al. (2002). Site effect classification in East-Central of Iran. Journal of Seismology and Earthquake Engineering, 4, 37–46.

    Google Scholar 

  • Kotha, S. R., Bindi, D., & Cotton, F. (2016). Partially non-ergodic region specific GMPE for Europe and Middle-East. Bulletin of Earthquake Engineering, 14(4), 1245–1263.

    Article  Google Scholar 

  • Kottke, A. R., Hashash, Y., Stewart, J. P., Moss, C. J., & Nikolaou, S., et al. (2012). Development of geologic site classes for seismic site amplification for central and eastern North America. In 15th world conference on earthquake engineering, Lisbon, Portugal (p. 4557).

  • Lermo, J., & Chavez-Garcıa, F. J. (1993). Site effect evaluation using spectral ratios with only one station. Bulletin of the Seismological Society of America, 83, 1574–1594.

    Google Scholar 

  • Lermo, J., & Chavez-Garcıa, F. J. (1994). Are microtremors useful in site response evaluation? Bulletin of the Seismological Society of America, 84(5), 1350–1364.

    Google Scholar 

  • Motamed, R., Ghalandarzadeh, A., Towhata, I., & Tabatabaei, S. H. (2007). Seismic microzonation and damage assessment of Bam City, Southeastern Iran. Journal of Earthquake Engineering, 11(1), 93–115.

    Article  Google Scholar 

  • Mucciarelli, M., & Gallipoli, M. R. (2006). Comparison between Vs30 and other estimates of site amplification in Italy. In Proceedings 1st European conference on earthquake engineering and seismology, Cd-Rom edition (p. 270).

  • Nakamura, Y. (1989). A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Railway Technical Research Institute, 30, 25–33.

    Google Scholar 

  • Nogoshi, M., & Igarashi, T. (1971). On the amplitude characteristics of microtremor (part 2). Journal of Seismological Society of Japan, 24, 26–40.

    Google Scholar 

  • Paolucci, R. (2002). Amplification of earthquake ground motion by steep topographic irregularities. Earthquake Engineering and Structural Dynamic, 31, 1831–1853.

    Article  Google Scholar 

  • Park, D., & Hashash, Y. M. A. (2004). Probabilistic seismic hazard analysis with non-linear site effects in the Mississippi embayment. In 13th World conference on earthquake engineering, Vancouver.

  • Parolai, S., Richwalski, S., Milkereit, C., & Fäh, D. (2006). S-wave velocity profiles for earthquake engineering purposes for the Cologne area (Germany). Bulletin of Earthquake Engineering, 4, 65–94.

    Article  Google Scholar 

  • Pilz, M., Parolai, S., Leyton, F., Campos, J., & Zschau, J. (2009). A comparison of site response techniques using earthquake data and ambient seismic noise analysis in the large urban area of Santiago de Chile. Geophysical Journal International, 178, 713–728.

    Article  Google Scholar 

  • Pitilakis, K., Gazepis, C., & Anastasiadis, A. (2006). Design response spectra and soil classification for seismic code provisions. General Report. Athens Workshop, ETC12, Geotechnical Evaluation.

  • Rayhani, M. H. T., El Naggar, M. H., & Tabatabaei, S. H. (2007). Nonlinear analysis of local site effects on seismic ground response in the Bam Earthquake. Geotechnical and Geological Engineering, 26, 91–100.

    Article  Google Scholar 

  • Rodriguez-Marek, A., Bray, J. D., & Abrahamson, N. A. (2001). An empirical geotechnical seismic site response procedure. Earthquake Spectra, 17, 65–87.

    Article  Google Scholar 

  • Şafak, E. (2001). Local site effects and dynamic soil behavior. Soil Dynamic and Earthquake Engineering, 21(5), 453–458.

    Article  Google Scholar 

  • Stafford, P. J., Rodriguez-Marek, A., Edwards, B., Kruiver, P. P., & Bommer, J. B. (2017). Scenario dependence of linear site-effect factors for short-period response spectral ordinates. Bulletin of the Seismological Society of America, 107(6), 2859–2872.

    Article  Google Scholar 

  • Standard 2800 (2003). Iranian code of practice for seismic resistant design of buildings. Tehran: Road, Housing and Urban Development Research Center Publication.

    Google Scholar 

  • Steidl, J. H. (2000). Site response in southern California for probabilistic seismic hazard analysis. Bulletin of the Seismological Society of America, 90(6B), S149–S169.

    Article  Google Scholar 

  • Stewart, J. P., Liu, A. H., & Choi, Y. (2003). Amplification factors for spectral acceleration in tectonically active regions. Bulletin of the Seismological Society of America, 93(1), 332–352.

    Article  Google Scholar 

  • Thompson, E. M., & Silva, W. J. (2013). Development of a hybrid slope-geology method of estimating VS30 for Central and Eastern North America. Report to USGS.

  • Wair, B. R., DeJong, J. T., & Shantz, T. (2012). Guidelines for Estimation of Shear Wave Velocity Profiles. PEER Report 2012/08. Pacific Earthquake Engineering Research Center.

  • Wald, D. J., & Allen, T. I. (2007). Topographic slope as a proxy for seismic site conditions and amplification. Bulletin of the Seismological Society of America, 97, 1379–1395.

    Article  Google Scholar 

  • Woolery, E., & Street, R. (2002). 3D near-surface soil response from H/V ambient noise ratios. Soil Dynamic and Earthquake Engineering, 22, 865–876.

    Article  Google Scholar 

  • Zare, M., Bard, P. Y., & Ghafory-Ashtiany, M. (1999). Site characterizations for the Iranian strong motion network. Soil Dynamic and Earthquake Engineering, 18, 101–121.

    Article  Google Scholar 

  • Zhao, J. X., Irikura, K., Zhang, J., Fukushima, Y., Somerville, P. G., & Asano, A. (2006). An empirical site-classification method for strong-motion stations in Japan using H/V response spectral ratio. Bulletin of the Seismological Society of America, 96, 914–925.

    Article  Google Scholar 

  • Zolfaghari, M. R., & Darzi, A. (2019). Ground-motion models for the vertical-to-horizontal spectral ratios of PGA, PGV and 5%-damped response spectral accelerations for Iran. Journal of Seismology. Manuscript ID: JOSE-D-18-00068R2 (Under revision).

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Acknowledgements

The authors acknowledge the BHRC (Building and Housing Research Center, Tehran) for providing them with the raw acceleration data used in this study. This work was carried out during a research leave of the leading author at the Swiss Seismological Service (SED) at ETH Zürich. We would like to thank two anonymous reviewers whose valuable suggestions led to significant improvements of this manuscript.

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  1. Civil Engineering Department, K. N. Toosi University of Technology, 470, Mirdamad Ave. West, P.O. Box: 15875-4416, Tehran, 19697, Iran

    Atefe Darzi & Mohammad R. Zolfaghari

  2. Swiss Seismological Service (SED) at ETH Zürich, Sonneggstrasse 5, 8092, Zurich, Switzerland

    Atefe Darzi & Donat Fäh

  3. Seismic Hazard and Risk Dynamics Department, GFZ German Research Centre for Geosciences, Helmholtz Centre Potsdam, Helmholtzstraße 6/7, Potsdam, Germany

    Marco Pilz

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  1. Atefe Darzi
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Darzi, A., Pilz, M., Zolfaghari, M.R. et al. An Automatic Procedure to Determine the Fundamental Site Resonance: Application to the Iranian Strong Motion Network. Pure Appl. Geophys. 176, 3509–3531 (2019). https://doi.org/10.1007/s00024-019-02153-z

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