High-frequency filtering of strong-motion records

被引:90
作者
Douglas, John [1 ,2 ]
Boore, David M. [3 ]
机构
[1] Bur Rech Geol & Minieres, RNSC RIS, F-45060 Orleans 2, France
[2] Univ Iceland, Earthquake Engn Res Ctr, IS-800 Selfoss, Iceland
[3] US Geol Survey, Menlo Pk, CA 94025 USA
关键词
Strong-motion data; Ground-motion prediction equations; Ground-motion models; Filtering; Response spectra; Stochastic method; kappa; EARTHQUAKE GROUND-MOTION; EASTERN NORTH-AMERICA; RESPONSE SPECTRA; PREDICTION EQUATIONS; NGA PROJECT; DISPLACEMENTS; ACCELERATION; PERIOD; ACCELEROGRAMS; ATTENUATION;
D O I
10.1007/s10518-010-9208-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The influence of noise in strong-motion records is most problematic at low and high frequencies where the signal to noise ratio is commonly low compared to that in the mid-spectrum. The impact of low-frequency noise (< 1 Hz) on strong-motion intensity parameters such as ground velocities, displacements and response spectral ordinates can be dramatic and consequentially it has become standard practice to low-cut (high-pass) filter strong-motion data with corner frequencies often chosen based on the shape of Fourier amplitude spectra and the signal-to-noise ratio. It has been shown that response spectral ordinates should not be used beyond some fraction of the corner period (reciprocal of the corner frequency) of the low-cut filter. This article examines the effect of high-frequency noise (> 5 Hz) on computed pseudo-absolute response spectral accelerations (PSAs). In contrast to the case of low-frequency noise our analysis shows that filtering to remove high-frequency noise is only necessary in certain situations and that PSAs can often be used up to 100 Hz even if much lower high-cut corner frequencies are required to remove the noise. This apparent contradiction can be explained by the fact that PSAs are often controlled by ground accelerations associated with much lower frequencies than the natural frequency of the oscillator because path and site attenuation (often modelled by Q and kappa, respectively) have removed the highest frequencies. We demonstrate that if high-cut filters are to be used, then their corner frequencies should be selected on an individual basis, as has been done in a few recent studies.
引用
收藏
页码:395 / 409
页数:15
相关论文
共 44 条
[1]  
Abrahamson N.A., 1997, SEISMOL RES LETT, V68, P94, DOI [DOI 10.1785/GSSRL.68.1.94, 10.1785/gssrl.68.1.94]
[2]   Influence of long-period filter cut-off on elastic spectral displacements [J].
Akkar, Sinan ;
Bommer, Julian J. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2006, 35 (09) :1145-1165
[3]  
Ambraseys NN, 2005, B EARTHQ ENG, V3, P1, DOI 10.1007/s10518-005-0183-0
[4]  
Ambraseys NN, 1996, EARTHQ ENG STRUCT D, V25, P371, DOI 10.1002/(SICI)1096-9845(199604)25:4<371::AID-EQE550>3.3.CO
[5]  
2-1
[6]  
ANDERSON JG, 1984, B SEISMOL SOC AM, V74, P1969
[7]  
[Anonymous], 1982, 82977 US GEOL SURV
[8]   Earthquake ground-motion prediction equations for eastern North America [J].
Atkinson, Gail M. ;
Boore, David M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2006, 96 (06) :2181-2205
[9]   Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA) [J].
Bindi, D. ;
Luzi, L. ;
Massa, M. ;
Pacor, F. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2010, 8 (05) :1209-1230
[10]   DISPLACEMENT SPECTRA FOR SEISMIC DESIGN [J].
Bommer, Julian J. ;
Elnashai, Amr S. .
JOURNAL OF EARTHQUAKE ENGINEERING, 1999, 3 (01) :1-32