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New code site classification, amplification factors and normalized response spectra based on a worldwide ground-motion database

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An Erratum to this article was published on 22 March 2013

Abstract

A global dataset of more than 3,000 ground motion records from 536 sites from Greece, Italy, Turkey, USA and Japan is compiled and used to propose code-oriented elastic acceleration response spectra and soil amplification factors for a new site classification system, which, besides the classical geotechnical parameters \(N_{SPT}, S_{u}\) and PI, uses also the fundamental period of the site, the thickness of soil deposits and the average shear wave velocity to the seismic bedrock, instead of \(V_{s,30}\). We propose a new classification system with the associated amplification factors and normalized response spectra for two seismicity levels, i.e. \(M_{s}\le 5.5\) and \(M_{s}>5.5\). Uncertainties in the estimation of soil amplification factors are captured using a logic-tree approach, which allows the efficient use of alternative models and methods. The aim of this work is to improve the present EC8 soil classification. The effectiveness of the proposed classification system is compared to that of EC8 classification system using an error term, which represents the average dispersion of data within all categories of a given classification scheme. Error terms for the new classification system are lower than the error terms for EC8 classification system at all periods.

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References

  • Abrahamson NA, Silva WJ (2008) Summary of the Abrahamson & Silva NGA ground-motion relations. Earthq Spectra 24:67–97. doi:10.1193/1.2924360

    Article  Google Scholar 

  • Akkar S, Bommer JJ (2010) Empirical equations for the prediction of PGA, PGV and spectral accelerations in Europe, the Mediterranean region and the Middle East. Seismol Res Lett 81:195–206. doi:10.1785/gssrl.81.2.195

    Article  Google Scholar 

  • Akkar S, Çağnan Z, Yenier E, Erdoğan Ö, Sandikkaya A, Gülkan P (2010) The recently compiled Turkish strong motion database: preliminary investigation for the seismological parameters. J Seismol 14:457–479. doi:10.1007/s10950-009-9176-9

    Article  Google Scholar 

  • ATC (1978) Tentative provisions for the development of seismic regulations for buildings. Report ATC 3–06, San Francisco, California, Applied Technology Council

  • Boore DM (2004) Estimating \(\bar{V}_{\rm s,30} \) (or NEHRP Site Classes) from shallow velocity models (Depths%3c30 m). B Seismol Soc Am 94:591–597. doi: 10.1785/0120030105

    Article  Google Scholar 

  • Boore DM, Joyner WB (1997) Site amplifications for generic rock sites. Bull Seismol Soc Am 87:327–341

    Google Scholar 

  • Boore DM, Thompson EM, Cadet H (2011) Regional correlations of \(V_{S30}\) and velocities averaged over depths less than and greater than 30 meters. B Seismol Soc Am 101:3046–3059. doi: 10.1785/0120110071

    Article  Google Scholar 

  • Borcherdt RD (1994) Estimates of site-dependent response spectra for design (methodology and justification). Earthq Spectra 10:617–653. doi:10.1193/1.1585791

    Article  Google Scholar 

  • Borcherdt RD, Glassmoyer G (1992) On the characteristics of local geology and their influence on ground motions generated by the Loma Prieta earthquake in the San Francisco Bay region, California. B Seismol Soc Am 82:603–641

    Google Scholar 

  • BSSC (Building Seismic Safety Council) (1995) 1994 Edition NEHRP recommended provisions for seismic regulations for new buildings, Part 1: provisions (FEMA 222A–223A)

  • BSSC (Building Seismic Safety Council) (1998) 1997 Edition NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 1: provisions (FEMA 302)

  • BSSC (Building Seismic Safety Council) (2003) 2003 Edition NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 1: provisions (FEMA 450)

  • Cadet H, Bard PY, Duval, AM (2008) A new proposal for site classification based on ambient vibration measurements and the Kiknet strong motion data set. In: Proceedings of the 14th world conference on earthquake engineering, Beijing

  • Cadet H, Bard PY, Rodriguez-Marek A (2012) Site effect assessment using KiK-net data: Part 2 - site amplification prediction equation based on \(f_{0}\) and \(V_{sz}\). Bull Earthquake Eng 10:451–489. doi:10.1007/s10518-011-9298-7

  • Castellaro S, Mulargia F, Rossi PL (2008) \(V_{s30}\): proxy for seismic amplification? Seismol Res Lett 79:540–543. doi:10.1785/gssrl.79.4.540

  • Cauzzi C, Faccioli E (2008) Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records. J Seismol 12:453–475. doi:10.1007/s10950-008-9098-y

    Article  Google Scholar 

  • CEN (European Committee for Standardization) (2004) Eurocode 8: Design of structures for earthquake resistance, Part 1: general rules, seismic actions and rules for buildings. EN 1998–1:2004. Brussels, Belgium

  • Chávez-García FJ (2007) Site effects: from observation and modeling to accounting for them in building code. In: Pitilakis KD (ed) Earthquake geotechnical engineering, 4th international conference of earthquake geotechnical engineering—invited lectures. Springer, Berlin, pp 53–72

  • Chiou BSJ, Youngs RR (2008) An NGA model for the average horizontal component of peak ground motion and response spectra. Earthq Spectra 24:173–215. doi:10.1193/1.2894832

    Article  Google Scholar 

  • Choi Y, Stewart JP (2005) Nonlinear site amplification as function of 30 m shear wave velocity. Earthq Spectra 21:1–30. doi:10.1193/1.1856535

    Article  Google Scholar 

  • Delavaud E, Cotton F, Akkar S, Scherbaum F, Danciu L, Beauval C, Drouet S, Douglas J, Basili R, Sandikkaya MA, Segou M, Faccioli E, Theodoulidis N (2012) Toward a ground-motion logic tree for probabilistic seismic hazard assessment in Europe. J Seismol. doi:10.1007/s10950-012-9281-z

    Google Scholar 

  • Di Alessandro C, Bonilla LF, Boore DM, Rovelli A, Scotti O (2012) Predominant-period site classification for response spectra prediction equations in Italy. B Seismol Soc Am 102:680–695. doi:10.1785/0120110084

    Article  Google Scholar 

  • Di Giacomo D, Gallipoli MR, Mucciarelli M, Parolai S, Richwalski SM (2005) Analysis and modeling of HVSR in the presence of a velocity inversion: the case of Venosa, Italy. B Seismol Soc Am 95:2364–2372. doi:10.1785/0120040242

    Article  Google Scholar 

  • DIN 4149:2005 (2005) Buildings in German earthquake regions—design loads, analysis, and structural design of buildings. Normenausschuss Bauwesen (NABau) im Deutschen Institut für Normung e.V. (DIN), April 2005, 84 pp

  • Dobry R, Iai S (2000) Recent developments in the understanding of earthquake site response and associated seismic code implementation. In: Proceedings of GeoEng2000. An International Conference on Geotechnical & Geological Engineering, Melbourne, Australia, pp 186–219

  • Gallipoli MR, Mucciarelli M (2009) Comparison of site classification from \(V_{S30}, V_{S10}\), and HVSR in Italy. B Seismol Soc Am 99:340–351. doi: 10.1785/0120080083

    Article  Google Scholar 

  • Housner GW (1952) Spectrum intensities of strong-motion earthquakes. In: Proceedings of symposium on earthquakes and blast effects on structures, earthquake engineering research institute, pp 20–36

  • ICBO (International Council of Building Officials) (1997) Uniform Building Code. Whittier, CA

  • ICC (International Code Council) (2000) International Building Code. Whittier, CA

  • Japan Road Association (1980) Specifications for Highway Bridges Part V, Seismic Design. Maruzen Co., LTD

  • Japan Road Association (1990) Specifications for Highway Bridges Part V, Seismic Design. Maruzen Co., LTD

  • Kokusho T, Sato K (2008) Surface-to-base amplification evaluated from KiK-net vertical array strong motion records. Soil Dyn Earthq Eng 28:707–716. doi:10.1016/j.soildyn.2007.10.016

    Article  Google Scholar 

  • Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, Upper Saddle River

    Google Scholar 

  • Lee VW, Trifunac MD (2010) Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification? Soil Dyn Earthq Eng 30:1250–1258. doi:10.1016/j.soildyn.2010.05.007

    Article  Google Scholar 

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

    Google Scholar 

  • Luzi L, Puglia R, Pacor F, Gallipoli MR, Bindi D, Mucciarelli M (2011) Proposal for a soil classification based on parameters alternative or complementary to \(V_{s,30}\). B Earthq Eng 9:1877–1898. doi: 10.1007/s10518-011-9274-2

    Article  Google Scholar 

  • MacMurdo J (1824) Papers relating to the earthquake which occurred in India in 1819. Philos Mag 63:105–177. doi:10.1080/14786442408644477

    Google Scholar 

  • Mallet R (1862) Great Neapolitan earthquake of 1857. Chapman and Hall, London

    Google Scholar 

  • Milne J (1908) Seismology, 2nd ed, London

  • Mohraz B (1976) Earthquake response spectra for different geologic conditions. B Seismol Soc Am 66: 915–935

    Google Scholar 

  • Mucciarelli M, Gallipoli MR (2006) Comparison between \(V_{s30}\) and other estimates of site amplification in Italy. In: Proceedings of first European conference on earthquake engineering and seismology, Geneva, Switzerland, 3–8 September 2006, paper No. 274

  • Nakamura Y (1989) A method for dynamic characteristics estimation of subsurface using microtremors on the ground surface. Q Railw Tech Res Inst 30:1

    Google Scholar 

  • Ozcep T, Ozcep F, Ozel O (2011) Comparison between \(V_{s30}\) and earthquake amplifications, and their reliability for seismic design codes: Adapazari (Turkey) Case. Geoph Res Abstr 13

  • Park D, Hashash YMA (2004) Probabilistic seismic hazard analysis with non linear site effects in the Mississippi embayment. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, Paper n. 1549 (on CD-Rom)

  • Pitilakis K (2004) Site effects. In: Ansal A (ed) Recent advances in earthquake geotechnical engineering and microzonation. Kluwer, Dordrecht, pp 139–197

    Chapter  Google Scholar 

  • Pitilakis K, Gazepis C, Anastasiadis A (2004) Design response spectra and soil classification for seismic code provisions. In: Proceedings of 13th world conference on earthquake engineering, paper n. 2904, Vancouver, B.C., Canada

  • Pitilakis K, Gazepis C, Anastasiadis A (2006) Design response spectra and soil classification for seismic code provisions. In: Proceedings of geotechnical evaluation and application of the seismic Eurocode EC8 2003–2006, ETC-12 Workshop, NTUA Athens, pp 37–52

  • Pitilakis K, Riga E, Anastasiadis A (2012) Design spectra and amplification factors for Eurocode 8. B Earthq Eng 10:1377–1400. doi:10.1007/s10518-012-9367-6

    Article  Google Scholar 

  • Reid HF (1910) The California earthquake of April 18, (1907) In: The mechanics of the earthquake, Carnegie Institute of Washington. Publ. 87:21

  • Rey J, Faccioli E, Bommer JJ (2002) Derivation of design soil coefficients (S) and response spectral shapes for Eurocode 8 using the European Strong-Motion Database. J Seismol 6:547–555. doi:10.1023/A:1021169715992

    Article  Google Scholar 

  • Rodriguez-Marek A, Bray JD, Abrahamson NA (2001) An empirical geotechnical seismic site response procedure. Earthq Spectra 17:65–87. doi:10.1193/1.1586167

    Article  Google Scholar 

  • Seed HB, Ugas C, Lysmer J (1976a) Site dependent spectra for earthquake-resistant design. B Seismol Soc Am 66:221–244

    Google Scholar 

  • Seed HB, Murarka R, Lysmer J, Idriss IM (1976b) Relationships between maximum acceleration, maximum velocity, distance from source and local site conditions for moderately strong earthquakes. B Seismol Soc Am 66:1323–1342

    Google Scholar 

  • Seed HB, Romo MP, Sun I, Jaime A, Lysmer J (1988) The Mexico earthquake of September 19, 1985—relationships between soil conditions and earthquake ground motions. Earthq Spectra 4:687–729

    Article  Google Scholar 

  • Steidl JH (2000) Site response in southern California for probabilistic seismic hazard analysis. B Seismol Soc Am 90:S149–S169. doi:10.1785/0120000504

    Article  Google Scholar 

  • Stewart JP, Liu AH, Choi Y (2003) Amplification factors for spectral acceleration in tectonically active regions. B Seismol Soc Am 93:332–352. doi:10.1785/0120020049

    Article  Google Scholar 

  • Stewart JP, Choi Y, Graves R (2005) Empirical characterization of site conditions on strong ground motion. Pacific Earthquake Engineering Research Center, Berkeley

    Google Scholar 

  • Toro GR, Silva WJ (2001) Scenario Earthquakes for St. Louis, MO, and Memphis, TN, and Seismic Hazard Maps for the Central United States Region Including the Effect of Site Conditions. Final Technical Report, USGS External Grant 1434-HQ-GR-02981, 248 pp

  • Trifunac MD (2012) Earthquake response spectra for performance based design—a critical review. Soil Dyn Earthq Eng 37:73–83. doi:10.1016/j.soildyn.2012.01.019

    Article  Google Scholar 

  • Wald LA, Mori J (2000) Evaluation of methods for estimating linear site-response amplifications in the Los Angeles region. B Seismol Soc Am 90:S32–S42. doi:10.1785/0119970170

    Article  Google Scholar 

  • Wood HO (1908) Distribution of apparent intensity in San Francisco, in the California earthquake of April 18, 1906. Report of the State Earthquake Investigation Commission, Carnegie Institute of Washington, Washington DC, vol 1, pp 220–245

  • Yenier E, Sandikkaya MA, Akkar S (2010) Report on the fundamental features of the extended strong motion databank prepared for the SHARE project (v1.0)

  • Zhao JX, Zhang J, Asano A, Ohno Y, Oouchi T, Takahashi T, Ogawa H, Irikura K, Thio HK, Somerville PG, Fukushima Y, Fukushima Y (2006a) Attenuation relations of strong ground motion in Japan using site classification based on predominant period. B Seismol Soc Am 96:898–913. doi:10.1785/0120050122

    Article  Google Scholar 

  • Zhao JX, Irikura K, Zhang J, Fukushima Y, Somerville PG, Asano A, Ohno Y, Oouchi T, Takahashi T, Ogawa H (2006b) An empirical site classification method for strong motion station in Japan using H/V response spectral ratio. B Seismol Soc Am 96:914–925. doi:10.1785/0120050124

    Google Scholar 

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Acknowledgments

This research has been mainly funded by the European Community’s FP7 Program [FP7/2007-2013] under grant agreement no. 226967 (Seismic Hazard Harmonization in Europe, http://www.share-eu.org/). We thank Ezio Faccioli for his constructive comments during the progress of this work, Sinan Akkar, Abdullah Sandikkaya and their coworkers for providing the SHARE strong-motion database, Dimitrios Raptakis for helping conduct the HVSR calculations on the K-net records, John Douglas for his advice on seismological issues, Roberto Paolucci, Chiara Smerzini and Francesca Pacor for checking the SHARE-AUTH data on the Italian strong motion stations, and everyone who helped with the development of the SHARE-AUTH database. We also thank two anonymous reviewers for their valuable comments, effort and time allocated to improve the paper.

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Correspondence to Kyriazis Pitilakis.

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See Table 10.

Table 10 Classification of stations included in SHARE-AUTH database

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Pitilakis, K., Riga, E. & Anastasiadis, A. New code site classification, amplification factors and normalized response spectra based on a worldwide ground-motion database. Bull Earthquake Eng 11, 925–966 (2013). https://doi.org/10.1007/s10518-013-9429-4

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