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Ground-motion prediction equations (GMPEs) for inelastic response and structural behaviour factors

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Abstract

The objective of this paper is to present ground-motion prediction equations describing constant-ductility inelastic spectral ordinates and structural behaviour factors. These equations are intended for application within the framework of Eurocode 8. Most of the strong-motion data used in the present work is obtained from the ISESD (Internet Site for European Strong-motion Data) databank. Present analysis includes ground motion records from significant Icelandic earthquakes, which are augmented by records obtained from continental Europe and the Middle East. In all cases the selected ground motion records are generated during shallow earthquakes within a distance of 100 km from the recording station. The classification of site conditions in the present work is based on the Eurocode 8 definition.

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References

  • Abrahamson NA, Silva WJ (1997) Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismol Res Lett 68(1): 94–127

    Google Scholar 

  • Ambraseys NN, Bommer JJ (1991) The attenuation of ground accelerations in Europe. Earthq Eng Struct Dyn 20(12): 1179–1202. doi:10.1002/eqe.4290201207

    Article  Google Scholar 

  • Ambraseys NN, Simpson KA, Bommer JJ (1996) Prediction of horizontal response spectra in Europe. Earthq Eng Struct Dyn 25(4): 371–400. doi:10.1002/(SICI)1096-9845(199604)25:4<371::AID-EQE550>3.0.CO;2-A

    Article  Google Scholar 

  • Ambraseys NN, Smit P, Douglas J, Margaris B, Sigbjörnsson R, Olfasson S, Suhadolc P, Costa G (2004a) Internet site for European strong-motion data. Boll Geofisica Teorica Applicata 45: 113–129

    Google Scholar 

  • Ambraseys NN, Douglas J, Sigbjörnsson R, Berge-Thierry C, Suhadolc P, Costa G (2004b) European strong-motion database (vol 2). Imperial College, London

    Google Scholar 

  • Ambraseys NN, Douglas J, Sharma SK, Smit PM (2005) Equations for the estimation of strong ground motions from shallow crustal earthquakes using data from Europe and the Middle East: horizontal peak ground acceleration and spectral acceleration. Bull Earthq Eng 3(1): 1–53. doi:10.1007/s10518-005-0183-0

    Article  Google Scholar 

  • Berge-Thierry C, Cotton F, Scotti O, Griot-Pommera D, Fukushima Y (2003) New empirical response spectral attenuation laws for moderate European earthquakes. J Earthq Eng 7(2): 193–222. doi:10.1142/S1363246903001061

    Article  Google Scholar 

  • Bertero V (1997) Performance-based seismic engineering: a critical review of proposed guidelines. In: Fajfar P, Krawinkler H Seismic design methodologies for the next generation of codes. AA Balkema, Rotterdam, pp 1–31

  • Bindi D, Luzi L, Pacor F, Franceshina G, Castro RR (2006) Ground-motion predictions from empirical attenuation relationships versus recorded data: the case of the 1997–1998 Umbria-Marche, central Italy, strong-motion data set. Bull Seismol Soc Am 96(3): 984–1002. doi:10.1785/0120050102

    Article  Google Scholar 

  • Biot MA (1942) Analytical and experimental methods in engineering seismology. ASCE Trans 5: 365–408

    Google Scholar 

  • Bommer JJ, Elnashai AS, Chlimintzas GO, Lee D (1998) Review and development of response spectra for displacement-based seismic design. ESEE Research Report No. 98-3, ICONS. Imperial College, London

  • Boore DM, Joyner WB, Fumal TE (1997) Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: a summary of recent work. Seismol Res Lett 68(1): 128–153

    Google Scholar 

  • Borzi B, Calvi GM, Elnashai AS, Faccioli E, Bommer JJ (2001) Inelastic spectra for displacement-based seismic design. Soil Dyn Earthq Eng 21: 47–61. doi:10.1016/S0267-7261(00)00075-0

    Article  Google Scholar 

  • Cauzzi C, Faccioli E (2008) Broadband (0.05–20 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 

  • Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58: 1583–1606

    Google Scholar 

  • Douglas J (2003) Earthquake ground motion estimation using strong-motion records: a review of equations for the estimation of peak ground acceleration and response spectral ordinates. Earth Sci Rev 61(1–2): 43–104. doi:10.1016/S0012-8252(02)00112-5

    Article  Google Scholar 

  • European Committee for Standardization (2003) Eurocode 8: design of structures for earthquake resistance-Part1: general rules, seismic actions and rules for buildings, European Standard

  • Frankel A, McGarr A, Bicknell J, Mori J, Seeber L, Cranswick E (1990) Attenuation of high frequency shear waves in the crust: measurements from New York State, South Africa, and southern California. J Geophys Res 95(B11): 17441–17457. doi:10.1029/JB095iB11p17441

    Article  Google Scholar 

  • Hachem MM (2000) Bispec help manual. http://www.ce.berkeley.edu/~hachem/BispecHelp

  • Hachem MM (2008) Bispec version 1.61. http://www.ce.berkeley.edu/~hachem/bispec

  • Housner GW (1959) Behaviour of structures during earthquakes. J Eng Mech Div 85: 109–129

    Google Scholar 

  • Joyner WB, Boore DM (1981) Peak horizontal acceleration and velocity from strong-motion records including records from the 1979 Imperial Valley, California, earthquake. Bull Seismol Soc Am 71(6): 2011–2038

    Google Scholar 

  • Kanamori H (1977) The energy release in great earthquakes. J Geophys Res 82(20): 2981–2987. doi:10.1029/JB082i020p02981

    Article  Google Scholar 

  • Kowalsky MJ, Priestley MJN, MacRae GA (1994) Displacement-based design, a methodology for seismic design applied to sdof reinforced concrete structures. Report No. SSRP-94/16, Structural system research project, University of California, San Diego, La Jolla, CA.

  • McGuire RK (1977) Seismic design spectra and mapping procedures using hazard based directly on oscillator response. Earthq Eng Struct Dyn 5(3): 211–234. doi:10.1002/eqe.4290050302

    Article  Google Scholar 

  • Moehle JP (1992) Displacement-based design of R/C structures subjected to earthquakes. Earthq Spectra 8(3): 403–427. doi:10.1193/1.1585688

    Article  Google Scholar 

  • Mohraz B (1976) A study of earthquake response spectra for different geological conditions. Bull Seismol Soc Am 66: 915–935

    Google Scholar 

  • Newmark NM, Hall WJ (1969) Seismic design criteria for nuclear reactor facilities. Proceedings of the 4th World conference on earthquake engineering B-4:37–50

  • Priestley MJN (2000) Performance based seismic design. Bull N Z Soc Earthq Eng 33(3): 325–346

    Google Scholar 

  • Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement based seismic design of structures. IUSS press, Pavia Italy

    Google Scholar 

  • Savitzky A, Golay MJE (1964) Smoothing and differentiation of data by simplified least squares procedures. Anal Chem 36: 1627–1639. doi:10.1021/ac60214a047

    Article  Google Scholar 

  • Seed HB, Ugas C, Lysmer J (1976) Site-dependent spectra for earthquake resistant design. Bull Seismol Soc Am 66: 221–243

    Google Scholar 

  • SeismoSignal (2007) ver.3.2.0, http://www.seismosoft.com

  • Sigbjörnsson R, Ólafsson S (2004) On the south Iceland earthquakes in June 2000: strong-motion effects and damage. Boll Geofisica Teorica Applicata 45(3): 131–152

    Google Scholar 

  • Sigbjörnsson R, Ólafsson S, Snæbjörnsson J (2007) Macroseismic effects related to strong ground motion: a study of the South Iceland earthquakes in June 2000. Bull Earthq Eng 5: 591–608. doi:10.1007/s10518-007-9045-2

    Article  Google Scholar 

  • Sigbjörnsson R, Snæbjörnsson J, Higgins S, Halldórsson B (2008) A note on the Mw 6.3 earthquake in Iceland on 29 May 2008 at 15:45 UTC. Bul l Earthq Eng. doi:10.1007/s10518-008-9087-0

  • Tothong P, Cornell CA (2006) An empirical ground motion attenuation relation for inelastic spectral displacement. Bull Seismol Soc Am 96(6): 2146–2164. doi:10.1785/0120060018

    Article  Google Scholar 

  • Trifunac MD (1992) Should peak acceleration be used to scale design spectral amplitudes? Proceedings of the 10th World conference on earthquake engineering, Madrid, Spain. 10:5817–5822

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Authors and Affiliations

  1. University of Iceland, Earthquake Engineering Research Centre, Austervegur 2a, 800, Selfoss, Iceland

    R. Rupakhety & R. Sigbjörnsson

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  1. R. Rupakhety
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  2. R. Sigbjörnsson
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Correspondence to R. Sigbjörnsson.

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Rupakhety, R., Sigbjörnsson, R. Ground-motion prediction equations (GMPEs) for inelastic response and structural behaviour factors. Bull Earthquake Eng 7, 637–659 (2009). https://doi.org/10.1007/s10518-009-9105-x

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  • DOI: https://doi.org/10.1007/s10518-009-9105-x

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