Abstract
We present predictive models of cumulative absolute velocity (CAV), Arias intensity (IA) and strong-motion duration (SD) by using a ground-motion database compiled from the broader European region. The same database was previously used to develop a set of pan-European ground-motion prediction equations (GMPEs) for 5%-damped horizontal and vertical elastic spectral ordinates as well as for damping scaling factors to modify 5%-damped spectral ordinates for a suite of damping values ranging from 1 to 50% (Akkar et al. in Bull Earthq Eng 12:517–547, 2014a; 1429–1430, 2014b; 359–387, 2014c; 389–390, 2014d). We present the CAV, IA and SD predictive models together with the correlation coefficients to consider their interdependency with the spectral ordinates estimated by the 2014 horizontal Akkar et al. GMPEs. Thus, together with these new predictive models a consistent ground-motion modeling (including conditional and joint probability hazard) is now possible for a wide range of engineering problems (from liquefaction hazard to probabilistic loss modeling) in the pan-European region. As in the case of previous 2014 Akkar et al. GMPEs, the predictive models in this paper are valid for shallow active crustal regions with point- and extended-source distances <200 km and moment magnitudes between 4 ≤ Mw ≤ 8. They are capable of representing soil conditions between 150 m/s ≤ VS30 ≤ 1200 m/s.
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References
Abrahamson NA, Silva WJ (1996) Empirical ground motion models, Report to Brookhaven National Laboratory
Abrahamson NA, Youngs RR (1992) A stable algorithm for regression analyses using the random effects model. Bull Seismol Soc Am 82:505–510
Afshari K, Stewart JP (2016) Physically parameterized prediction equations for significant duration in active crustal regions. Earthq Spectra. doi:10.1193/063015EQS106M
Akkar S, Sandıkkaya MA, Ay BÖ (2014a) Predictive models for horizontal and vertical conditional mean response spectra at multiple damping levels derived for Europe and the Middle East. Bull Earthq Eng 12:517–547
Akkar S, Sandıkkaya MA, Ay BÖ (2014b) Erratum to: predictive models for horizontal and vertical conditional mean response spectra at multiple damping levels derived for Europe and the Middle East. Bull Earthq Eng 12:1429–1430
Akkar S, Sandıkkaya MA, Bommer JJ (2014c) Empirical ground-motion models for point- and extended-source crustal earthquake scenarios in Europe and the Middle East. Bull Earthq Eng 12:359–387
Akkar S, Sandıkkaya MA, Bommer JJ (2014d) Erratum to: empirical ground-motion models for point- and extended-source crustal earthquake scenarios in Europe and the Middle East. Bull Earthq Eng 12:389–390
Akkar S, Sandıkkaya MA, Şenyurt M, Azari Sisi A, Ay BÖ, Treversa P, Douglas J, Cotton F, Luzi L, Hernandez B, Godey S (2014e) Reference database for seismic ground-motion in Europe (RESORCE). Bull Earthq Eng 12:311–339
Ancheta TD, Darragh RB, Stewart JP, Seyhan E, Silva WJ, Chiou BS-J, Wooddell KE, Kottke AR, Boore DM, Kishida T, Donahue JL (2014) NGA-West2 database. Earthq Spectra 30:989–1005
Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants, MIT Press, Cambridge
Bommer JJ, Akkar S (2012) Consistent source-to-site distance metrics in ground-motion prediction equations and seismic source models for PSHA. Earthq Spectra 28:1–15
Bommer JJ, Martínez-Pereira A (1999) The effective duration of earthquake strong motion. J Earthq Eng 3:127–172
Bommer JJ, Magenes G, Hancock J, Penazzo P (2004) The influence of strong-motion duration on the seismic response of masonry structures. Bull Earthq Eng 1:1–26
Bommer JJ, Stafford P, Alarcon J, Akkar S (2007) The influence of magnitude range on empirical ground-motion prediction. Bull Seismol Soc Am 97:2152–2170
Bommer JJ, Stafford PJ, Alarcón JE (2009) Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion. Bull Seismol Soc Am 99:3217–3233
Boore DM, Thompson EM (2015) Revisions to some parameters used in stochastic-method simulations of ground motion. Bull Seismol Soc Am 105:1029–1041
Bora SS, Scherbaum F, Kuehn N, Stafford P (2014) Fourier spectral-and duration models for the generation of response spectra adjustable to different source-, propagation-, and site conditions. Bull Earthq Eng 12:467–493
Bora SS, Scherbaum F, Kuehn N, Stafford P, Edwards B (2015) Development of a response spectral ground-motion prediction equation (GMPE) for seismic-hazard analysis from empirical fourier spectral and duration models. Bull Seismol Soc Am. doi:10.1785/0120140297
Bradley BA (2011) Correlation of significant duration with amplitude and cumulative intensity measures and its use in ground motion selection. J Earthq Eng 15(809–832):2011
Bradley BA, Cubrinovski M, Dhakal RP, MacRae GA (2009) Intensity measures for the seismic response of pile foundations. Soil Dyn Earthq Eng 29:1046–1058
Brune JN (1970) Tectonic stress and the spectra of seismic shear waves from earthquakes. J Geophys Res 75:4997–5009
Cabañas L, Benito B, Herraiz M (1997) An approach to the measurement of the potential structural damage of earthquake ground motions. Earthq Spectra 26:79–92
Campbell KW, Bozorgnia Y (2008) NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5%-damped linear elastic response spectra at periods ranging from 0.1 to 10.0 s. Earthq Spectra 24:139–171
Campbell KW, Bozorgnia Y (2010) A ground motion prediction equation for the horizontal component of cumulative absolute velocity (CAV) using the PEER-NGA database. Earthq Spectra 26:635–650
Campbell KW, Bozorgnia Y (2012) A comparison of ground motion prediction equations for Arias intensity and cumulative absolute velocity developed using a consistent database and functional form. Earthq Spectra 28:931–941
Chai YH, Fajfar P, Romstad KM (1998) Formulation of duration-dependent inelastic seismic design spectrum. J Struct Eng ASCE 124:913–921
Chandramohan R, Baker JW, Deierlein GG (2016) Impact of hazard-consistent ground motion duration in structural collapse risk assessment. Earthq Eng Struct Dyn 45:1357–1379
Chiou BSJ, Darragh R, Gregor N, Silva W (2008) NGA project strong-motion database. Earthq Spectra 24:23–44
Comité Européen de Normalisation, CEN (2004) Eurocode 8, Design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings. European Standard NF EN 1998-1, Brussels
Danciu L, Tselentis G (2007) Engineering ground-motion parameters attenuation relationships for Greece. Bull Seismol Soc Am 97:162–183
Douglas J (2012) Consistency of ground-motion predictions from the past four decades: peak ground velocity and displacement, Arias intensity and relative significant duration. Bull Earthq Eng 10:1339–1356
Electrical Power Research Institute (EPRI) (1988) A criterion for determining exceedance of the operating basis earthquake, Report No. EPRI NP-5930, Palo Alto, CA
Electrical Power Research Institute (EPRI) (1991) Standardization of the cumulative absolute velocity, EPRI TR-100082-T2, Palo Alto, CA
Foulser-Piggott R, Goda K (2015) Ground-motion prediction models for Arias intensity and cumulative absolute velocity for Japanese earthquakes considering single-station sigma and within-event spatial correlation. Bull Seismol Soc Am 105:1903–1918
Foulser-Piggott R, Stafford PJ (2012) A predictive model for Arias intensity at multiple sites and consideration of spatial correlations. Earthq Eng Struct Dyn 41:431–451
Harp EL, Wilson RC (1995) Shaking intensity thresholds for rock falls and slides: evidence from 1987 Whittier Narrows and Superstition Hills earthquake strong motion records. Bull Seismol Soc Am 85:1739–1757
Hou H, Qu B (2015) Duration effect of spectrally matched ground motions on seismic demands of elastic perfectly plastic SDOFS. Eng Struct 90:48–60
Iervolino I, Manfredi G, Cosenza E (2006) Ground motion duration effects on nonlinear seismic response. Earthq Eng Struct Dyn 35:21–38
Jibson RW (2007) Regression models for estimating coseismic landslide displacement. Eng Geol 91:209–218
Jibson RW, Keefer DK (1993) Analysis of the seismic origin of landslides: examples from the New Madrid seismic zone. Geol Soc Am Bull 105:521–536
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. Bull Seismol Soc Am 105:963–980
Kayen RE, Mitchell JK (1997) Assessment of liquefaction potential during earthquakes by Arias intensity. J Geotech Geoenviron Eng 123:1162–1174
Kempton JJ, Stewart JP (2006) Prediction equations for significant duration of earthquake ground motions considering site and near-source effects. Earthq Spectra 22:985–1013
Kramer SL, Mitchell RA (2006) Ground motion intensity measures for liquefaction hazard evaluation. Earthq Spectra 22:413–438
Lee J, Green RA (2014) An empirical significant duration relationship for stable continental regions. Bull Earthq Eng 12:217–235
Luzi L, Hailemikael S, Bindi D, Pacor F, Mele F, Sabetta F (2008) ITACA (ITalian ACcelerometric Archive): a web portal for the dissemination of Italian strong-motion data. Seismol Res Lett 79:716–722
Luzi L, Pacor F, Puglia R (2016) Italian Accelerometric Archive v 2.1. Istituto Nazionale di Geofisica e Vulcanologia, Dipartimento della Protezione Civile Nazionale. doi:10.13127/ITACA/2.1
Mackie K, Stojadinovic B (2001) Probabilistic seismic demand model for California highway bridges. J Bridge Eng ASCE 6:468–481
Power M, Chiou B, Abrahamson N, Bozorgnia Y, Shantz T, Roblee C (2008) An overview of the NGA project. Earthq Spectra 24:3–21
Ruiz-García J (2010) On the influence of strong-ground motion duration on residual displacement demands. Earthq Struct 1:327–344
Sandıkkaya MA, Akkar S (2012) How style-of-faulting ratios change with database features. Seismol Res Lett 83:123–124
Stafford PJ, Berrill JB, Pettinga JR (2009) New predictive equations for Arias intensity from crustal earthquakes in New Zealand. J Seismol 13(1):31–52
Travasarou T, Bray JD, Abrahamson NA (2003) Empirical attenuation relationship for Arias intensity. Earthq Eng Struct Dyn 32:1133–1155
Tremblay R (1998) Development of design spectra for long-duration ground motion from Cascadia subduction earthquakes. Can J Civ Eng 25:1078–1090
U.S. Nuclear Regulatory Commission (USNRC) (1997) Pre-earthquake planning and immediate nuclear power plant operator postearthquake actions, Office of Nuclear Regulatory Research, Washington, D.C
Acknowledgements
The Scientific Research Center of Hacettepe University is funded the first author under contract number: BAP_FDS-2015-7630. The authors thank Prof. Cotton (Potsdam University, Germany) for his encouragement to develop the models presented in this study.
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Sandıkkaya, M.A., Akkar, S. Cumulative absolute velocity, Arias intensity and significant duration predictive models from a pan-European strong-motion dataset. Bull Earthquake Eng 15, 1881–1898 (2017). https://doi.org/10.1007/s10518-016-0066-6
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DOI: https://doi.org/10.1007/s10518-016-0066-6