Erratum to: Site effect assessment using KiK-net data: Part 2-site amplification prediction equation based on f0 and Vsz, (Bull Earthquake Eng, 10.1007/s10518-011-9298-7);Site effect assessment using KiK-net data: Part 2-site amplification prediction equation based on f0 and Vsz

Bulletin of Earthquake Engineering

Volumn 10, Issue 2, 2012, Pages 451-489

  Héloïse, Cadet ^a,b,c,d   Bard, Pierre Yves ^a   Duval, Anne Marie ^b   Bertrand, Etienne ^b  

^a CNRS   (France)

^b Regional Laboratory of Nice   (France)

^c Institute of Engineering Seismology and Earthquake Engineering Thessaloniki   (Greece)

^d Association for the Development of Research in Land Slides   (France)

Author keywords

Eurocode 8; Fundamental resonance frequency; KiK net; Site amplification prediction equation; Site effects; Vs30; Vsz proxies

Indexed keywords

LAWS AND LEGISLATION;

EUROCODE 8; FUNDAMENTAL RESONANCE FREQUENCY; KIK-NET; PREDICTION EQUATIONS; SITE EFFECTS; VS30; VSZ PROXIES;

NATURAL FREQUENCIES;

AMPLIFICATION; BUILDING CODE; CORRELATION; DATA SET; EMPIRICAL ANALYSIS; HAZARD ASSESSMENT; SITE CHARACTERIZATION; SITE EFFECT;

EID: 84857692162     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-011-9324-9     Document Type: Erratum

References (50)

1. Abrahamson NA, Silva WJ (2008) Summary of the Abrahamson & Silva NGA ground-motion relations. Earthq Spectra 24(1): 67-97.
2. Assimaki D, Li W, Steidl JH, Tsuda K (2008) Site amplification and attenuation via downhole array seismogram inversion: a comparative study of the 2003 Miyagi-Oki, aftershock sequence. Bull Seism Soc Am 98(1): 301-330. doi: 10. 1785/0120070030.
3. Asten MW, Boore DM (2005) Comparison of shear-velocity profiles of unconsolidated sediments near the Coyote borehole (CCOC) measured with fourteen invasive and non-invasive methods, Blind comparisons of shear-wave velocities at closely-spaced sites in San Jose, California. US Geological Survey. Open-File Report 2005-1169, part 1. [http://pubs.usgs.gov/of/2005/1169/].
4. Asten MW, Dhu T, Lam N (2004) Optimised array design for microtremor array studies applied to site classification; observations, results and future use. In: Proceedings of the 13th world conference of earthquake engineering, Vancouver, August 2004.
5. Bard P-Y, Bouchon M (1980a) The seismic response of sediment-filled valleys. Part 1: the case of incident SH waves. Bull Seism Soc Am 70: 1263-1286.
6. Bard P-Y, Bouchon M (1980b) The seismic response of sediment-filled valleys Part 2: the case of incident P and SV waves. Bull Seism Soc Am 70: 1921-1941.
7. Bard P-Y, SESAME participants (2004) The SESAME project: an overview and main results. In: Proceedings of the 13th world conference in earthquake engineering, Vancouver, August 2004, Paper # 2207.
8. Bard P-Y, Cadet H, Endrun B, Hobiger M, Renalier F et al (2010) From non-invasive site characterization to site amplification: recent advances in the use of ambient vibration measurements. In: Garevski M (ed) Earthquake engineering in Europe, geotechnical, geological, and earthquake engineering, vol 17. doi: 10. 1007/978-90-481-9544-2_5. Springer Science+Business Media B. V. 2010.
9. Bazzurro P (1998) Probabilistic seismic demand analysis. PhD Thesis, supervised by C. A. Cornell, Stanford University, Palo Alto, CA.
10. Bazzurro P, Cornell CA, Pelli F (1999) Site-and Soil-specific PSHA for Nonlinear Soil Sites. In: Proceedings of 2nd international symposium on earthquake resistant engineering structures. ERES99, 15-17 June, Catania, Italy.
11. 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 Seism Soc Am 93(1): 371-385.
12. Boore DM (2003) Simulation of ground motion using stochastic method. Pure Appl Geophys 160: 635-676.
13. Borcherdt RD (1994) Estimates of site-dependent response spectra for design (methodology and justification). Earthq Spectra 10: 617-653.
14. 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, Octobre 2007.
15. Cadet H, Bard P-Y, Rodriguez-Marek A (2010) Defining a standard rock. Propositions based on the KiK-net data. Bull Seism Soc Am 100: 172-195. doi: 10. 1785/0120090078.
16. Cadet H, Bard P-Y, Rodriguez-Marek A (Nov, 2011) Site effect assessment using KiK-net data-part 1-a simple correction procedure for surface / downhole spectral ratios (submitted to BEE).
17. Cadet H, Duval A-M (May/June, 2009) A shear wave velocity study based on the KiK-net borehole data. Seism Res Lett 80(3).
18. Castellaro S, Mulargia F, Rossi PM (2008) Vs30: Proxy for seismic amplification?. Seism Res Lett 79(4): 540-543.
19. Chatelain J-L, Guillier B, Cara F, Duval A-M, Atakan K, Bard P-Y, Azzara R et al (2008) Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings. Bull Earthq Eng 6(1): 33-74.
20. Chiou BS-J, Youngs RR (2008) An NGA model for the average horizontal component of peak ground motion and response spectra. Earthq Spectra 24(1): 173-215.
21. Cotton F, Pousse G, Bonilla LF, Scherbaum F (2008) On the discrepancy of recent European ground motion observation and predictions from empirical models. Analysis of KIK-net accelerometric data and point source stochastic simulations. Bull Seism Soc Am 98(5): 2244-2261.
22. 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.
23. Cornou C, Ohrnberger M, Boore D, Kudo K, Bard P-Y (2008) Derivation of structural models from ambient vibration array recordings: results from an international blind test. ESG2006, vol 2.
24. Eurocode 8 (1998) Design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for buildings, EN 1998-1. European Committee for Standardization (CEN). http://www.cen.eu/cenorm/homepage.htm.
25. Guillier B, Atakan K, Chatelain J-L, Havskov J, Ohrnberger M, Cara F, Duval A-M, Zacharopoulos S et al (2008) Influence of instruments on the H/V spectral ratios of ambient vibrations. Bull Earthq Eng, 2008-1.
26. Goda K, Atkinson GM (2009) Probabilistic characterization of spatially correlated response spectra for earthquakes in Japan. Bul Seism Soc Am 99(5): 3003-3020.
27. Haghshenas E, Bard P-Y, Theodulidis SESAME WP04 Team (2008) Empirical evaluation of microtremor H/V spectral ratio. Bull Earthq Eng 6(1): 75-108.
28. Konno K, Ohmachi T (1998) Ground-motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremor. Bull Seism Soc Am 88(1): 228-241.
29. Kokusho T, Sato K (2008) Surface-to-base amplification evaluated from KiK-net vertical array strong motion records. Soil Dyn Earthq Eng 28(9): 707-716. doi: 10. 1016/j. soildyn. 2007. 10. 016.
30. Lee VW, Trifunac MD (2010) Should average shear-wave velocity in the top 30 m of soil be used to describe seismic amplification?. Soil Dyn Earthq Eng 30(11): 1250-1258. doi: 10. 1016/j. soildyn. 2010. 05. 007.
31. Lermo J, Chavez-Garcia FJ (1993) Site effect evaluation using spectral ratios with only one station. Bull Seism Soc Am 83(5): 1574-1594.
32. Moss R (2008) Quantifying measurement uncertainty of thirty-meter shear-wave velocity. Bull Seism Soc Am 98(3): 1399-1411. doi: 10. 1785/0120070101.
33. Mucciarelli M, Gallipoli MR (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, paper 270.
34. Nakamura Y (1989) A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Q Rep Railw Tech Res Inst 30(1): 25-30.
35. NEHRP (2001) Building Seismic Safety Council (BSSC). National earthquake hazards, reduction program (NEHRP) Recommended provisions for seismic regulations for new buildings and other Structures, part 1-provisions and part 2-commentary. Reports No. FEMA-368 and FEMA-369, prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, DC.
36. Ohrnberger M (2005) Report on the FK/SPAC capabilities and limitations. SESAME Deliverable D19. 06. http://sesame-fp5.obs.ujf-grenoble.fr/Delivrables/Del-D19-Wp06.pdf.
37. Ohrnberger M, Schissele E, Cornou C, Bonnefoy-Claudet S, Wathelet M, Savvaidis A, Scherbaum F, Jongmans D (2004) Frequency wavenumber and spatial autocorrelation methods for dispersion curve determination from ambient vibration recordings. Paper No. 0946, 13th world conference on earthquake engineering, Vancouver, BC, Canada.
38. Oth A, Parolai S, Bindi D (2011a) Spectral analysis of K-NET and KiK-net data in Japan, part I: database compilation and peculiarities. Bull Seism Soc Am 101(2): 652-666. doi: 10. 1785/0120100134.
39. Oth A, Bindi D, Parolai S, Di Giacomo D (2011b) Spectral analysis of K-NET and KiK-net data in Japan, part II: on attenuation characteristics, source spectra, and site response of borehole and surface stations. Bull Seism Soc Am 101(2): 667-687. doi: 10. 1785/0120100135.
40. Pousse G, Berge-Thierry C, Bonilla F, Bard P-Y (2005) Eurocode 8 design response spectra evaluation using the K-Net Japanese database. J Earthq Eng 9(4): 547-574.
41. Power M, Chiou B, Abrahamson N, Bozorgnia Y, Shantz T, Roblee C (2008) An overview of the NGA project. Earthq Spectra 24(1): 3-21. doi: 10. 1193/1. 2894833.
42. Renalier F (4 Mar, 2010) Caractérisation sismique de sites hétérogènes à partir de méthodes actives et passives: variations latérales et temporelles. Ph. D. thesis, University Joseph Fourier, Grenoble.
43. Renalier F, Endrun B, Alkan MA et al (2009) Comparative analysis of classical measurements and newly developed methods. Delivrable D6, 41 pp + 2 Appendix, NERIES project. http://www.neries-eu.org.
44. SESAME project. http://SESAME-FP5.obs.ujf-grenoble.fr.
45. Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. ASC J Geotech Eng 117(1): 89-109.
46. Walling M, Silva W, Abrahamson NA (2008) Nonlinear site amplification factors for constraining the NGA models. Earthq Spectra 24: 243-255.
47. Wathelet M, Jongmans D, Ohrnberger M (2004) Surface wave inversion using a direct search algorithm and its application to ambient vibration measurements. Near Surf Geophys 2: 211-221.
48. Wathelet M, Jongmans D, Ohrnberger M (2005) Direct inversion of spatial autocorrelation curves with the neighborhood algorithm. Bull Seism Soc Am 95: 1787-1800.
49. Zaré M, Bard P-Y, Ghafory-Ashtiany M (1999) Site categorization for the Iranian strong motion network. Soil Dyn Earthq Eng 18: 101-123.
50. Zhao JX (2006) An empirical site classification method for strong motion station in Japan using H/V response spectral ratio. Bull Seism Soc Am 96(3): 914-925.