The attenuation of ground accelerations in Europe

SUMMARY The paper presents predictive relationships for horizontal and vertical peak ground accelerations derived from 529 triaxial strong-motion records generated by 219 shallow earthquakes in the European area. If no account is taken of the focal depth, the attenuations of peak horizontal and vertical accelerations, in g, are given by log (ah) = - 1.09 + 0*238M, - log(r) - 0@0050r + 028P and log (a,) = - 1-34 + 0.230Ms - log (r) + 0‘27P where r = (8 + 6*0’)*, d is the source distance in km and M, is the surface-wave magnitude; P is 0 for 50-percentile values, 1 for 84-percentiles. If we allow for tlie effect of the focal depth h, in km, the corresponding equations for ah and a, are found to be lOg(0,) = - 0.87 + 0.217MS - log(r) - 0.00117r + 026P and log (a,) = - 1-10 + 0.200M, - log(r) - 0-OOO15r + 0.26P where r = (d’ + h’)”’. distance, and equal to 0.5. The mean ratio of the peak vertical to horizontal acceleration is found to be almost independent of magnitude and

[1]  S. D. Werner,et al.  Engineering characteristics of earthquake ground motions , 1976 .

[2]  W. B. Joyner,et al.  Measurement, Characterization, and Prediction of Strong Ground Motion , 1988 .

[3]  N. Draper,et al.  Applied Regression Analysis , 1966 .

[4]  N. N. Ambraseys,et al.  Intensity‐attenuation and magnitude‐intensity relationships for northwest european earthquakes , 1985 .

[5]  H. Kanamori,et al.  A moment magnitude scale , 1979 .

[6]  Kenneth W. Campbell,et al.  Strong Motion Attenuation Relations: A Ten-Year Perspective , 1985 .

[7]  H. Bungum,et al.  Attenuation models inferred from intraplate earthquake recordings , 1990 .

[8]  T. Hassard,et al.  Applied Linear Regression , 2005 .

[9]  Mihailo D. Trifunac PRELIMINARY ANALYSIS OF THE PEAKS OF STRONG EARTHQUAKE GROUND MOTION--DEPENDENCE OF PEAKS ON EARTHQUAKE MAGNITUDE, EPICENTRAL DISTANCE, AND RECORDING SITE CONDITIONS , 1976 .

[10]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[11]  Robin K. McGuire,et al.  Seismic Ground Motion Parameter Relations , 1978 .

[12]  Antonio Pugliese,et al.  Attenuation of peak horizontal acceleration and velocity from italian strong-motion records , 1987 .

[13]  Kenneth W. Campbell,et al.  Near-source attenuation of peak horizontal acceleration , 1981 .

[14]  COMMENTS ON "NEW ATTENUATION RELATIONS FOR PEAK AND EXPECTED ACCELERATIONS OF STRONG GROUND MOTION," BY B. A. BOLT AND N. A. ABRAHAMSON , 1983 .

[15]  W. B. Joyner,et al.  The empirical prediction of ground motion , 1982 .

[16]  N. A. Abrahamson,et al.  Attenuation of vertical peak acceleration , 1989 .

[17]  Göran Ekström,et al.  Evidence of bias in estimations of earthquake size , 1988, Nature.

[18]  J. Jackson,et al.  Seismicity and associated strain of central Greece between 1890 and 1988 , 1990 .

[19]  N. N. Ambraseys,et al.  Uniform magnitude re‐evaluation of European earthquakes associated with strong‐motion records , 1990 .

[20]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .