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Attenuation and GMPE’s for earthquakes in Iceland. Símon Ólafsson University of Iceland Earthquake Engineering Research Centre Austurvegur 2a - Selfoss. UPStrat -MAFA Workshop, Selfoss 24-27 July 2012. Applying GMPs to Icelandic data.
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Attenuationand GMPE’s for earthquakes in Iceland Símon Ólafsson University of Iceland Earthquake Engineering Research Centre Austurvegur 2a - Selfoss UPStrat-MAFA Workshop, Selfoss 24-27 July 2012
Applying GMPs to Icelandic data • Not enough data exists for applying regression equations • Applying GMPEs from other regions does not give good results • GMPEs from other regions tend to underestimate close to fault and overestimate far from fault
Basic assumptions: Strike slip earthquake with near vertical fault plane Strong motion phase modelled Brune’s source model applied High frequency spectral decay modelled with an exponential term Geometrical spreading function applied Developing a GMPE
Recent Earthquakes in South Iceland • Mw6.0, 25 May 1987 • Mw 6.6, 17 June 2000 • Mw6.5, 21 June 2000 • Mw6.3, 28th May 2008
Geometric spreading function d = epicentral distance h= depth parameter D1, D2 and D3are used to set the limits for the different zones of the spreading function Reference: Ólafsson, S. and Sigbjörnsson, R. (1999), “A theoretical attenuation model for earthquake-induced ground motion”, Journal of Earthquake Engineering 3, Imperial College Press, 287-315.
Theoretical GMPE Parseval theorem: Theoretical attenuation model for rms acceleration: A relationship for peak acceleration is obtained by inserting: amax = parms
Earthquake 28 May 2008 - Parameters ParameterEstimate Units _____________________________________ Mo 3.4×1018 N m Mw 6.26 Fc0.24Hz r 6.4km k 0.053 s Ds 73.0 bar u 79.4 cm _____________________________________
GMPE for Iceland Mw4.8 – Mw6.6 ParameterEstimate Units Type ro2.8 g/cm3 Density b6.4km S-wave velocity k 0.04 s Spectral decay Ds 100 bar Stress drop r Fault radius D 2 4r Geom. att. param. n 2 Exponent h ≈ r Depth p 2.94 Peak factor
Magnitude MW6.5 Icelandic strong motion and formulas from Europe and America
Magnitude MW6.5 NGA data with formulas by Campbell, Ambraseys and Boore
Durationfunction Td = duration r = radius of dislocation b = S-wave velocity d =hypocentral distance c1, c2, c3 = model parameters sT= standard deviation of duration
Articles regarding attenuation and GMPE for Iceland • Sigbjörnsson R, Ólafsson S (2004) Near-source decay of seismic waves in Iceland, article4462 in Proceeding of the 15WCEE. • Sigbjörnsson R, Ólafsson S, Snæbjörnsson JT (2007) Macroseismic effects related to strong ground motion: a study of the South Iceland earthquakes in June 2000. Bulletin of Earthquake Engineering 5, 591-608. • Sigbjörnsson R, Ólafsson S (2004) On the South Iceland earthquakes in June 2000: Strong-motion effects and damage. Bollettino di Geofisica Teorica ed Applicata, 45(3), 131-152.
Conclusions • The parameter n defines the rate of attenuation for the geometrical spreading function has been estimated to be very close to the theoretical rate of attenuation, n = 2, for ground motion in the near-field. Based on data from earthquakes Mw6.3 – Mw6.5. • The parameter D2 was estimated 5r. The depth parameter, h, was estimated as to be in the range 15.5 km to 12.2 km. • The standard deviation, s, is lowest for the estimation using the 90% duration. This result seem to favour the use of the 90% duration model for the GMPE.