Single-station sigma

被引:174
作者
Atkinson, GM [1 ]
机构
[1] Carleton Univ, Dept Earth Sci, Ottawa, ON K1S 5B6, Canada
关键词
D O I
10.1785/0120050137
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Is the random variability of ground motions for a single station less than that obtained by regression analyses of ground-motion data recorded over a broad network of sites? This question has important implications for seismic design of critical facilities because of the influence of this variability (commonly referred to as "sigma") on probabilistic seismic-hazard computations at low probabilities. I address this question using ShakeMap data recorded at a group of 21 stations, all in the Los Angeles region, for which the shear-wave velocity in the upper 30 in (V-30) is known. Ground-motion prediction equations are derived from a database of site-corrected amplitudes compiled for the group of stations as a whole. The standard deviation of residuals (sigma) for the regression of the entire database is then compared with the standard deviation of residuals at individual stations. Regressions of single-station databases are also performed. The sigma for an individual station is less than the overall sigma. The results of this study suggest that when computing hazard at a specific site for which the site amplification has been estimated based on either an empirical correction or on V30, the site sigma can be taken as 90% of the corresponding sigma for the applicable ground-motion prediction equation, if the problem under consideration is one of multiple earthquake sources. If hazard from a single source at a fixed azimuth is considered (such as a single fault), the site sigma is 60% of the corresponding sigma for regional ground-motion relations. Further study with additional datasets is warranted to determine whether these results apply to hazard computations in a general sense, beyond the limited range of conditions studied here.
引用
收藏
页码:446 / 455
页数:10
相关论文
共 20 条
  • [1] Abrahamson AN., 1997, Seismol Res Lett, V68, P9, DOI [10.1785/gssrl.68.1.9, DOI 10.1785/GSSRL.68.1.9]
  • [2] Abrahamson NA., 1997, Seismol. Res. Lett, V68, P94, DOI DOI 10.1785/GSSRL.68.1.94
  • [3] Anderson J. G., 1999, Seismological Research Letters, V70, P19, DOI [10.1785/gssrl.70.1.19, DOI 10.1785/GSSRL.70.1.19]
  • [4] Anderson J.G., 1988, EARTHQ SPECTRA, V4, P635, DOI DOI 10.1193/1.1585494
  • [5] Anderson JG, 1999, B SEISMOL SOC AM, V89, P456
  • [6] Anderson JG, 2000, CURR SCI INDIA, V79, P1278
  • [7] Anon, 1989, Earthquake Spectra, V5, P675, DOI DOI 10.1193/1.1585549
  • [8] The challenge of defining upper bounds on earthquake ground motions
    Bommer, JJ
    Abrahamson, NA
    Strasser, FO
    Pecker, A
    Bard, PY
    Bungum, H
    Cotton, F
    Fäh, D
    Sabetta, F
    Scherbaum, F
    Studer, J
    [J]. SEISMOLOGICAL RESEARCH LETTERS, 2004, 75 (01) : 82 - 95
  • [9] Boore D.M., 1997, Seismol. Res. Lett, V68, P128, DOI DOI 10.1785/GSSRL.68.1.128
  • [10] Brune JN, 1996, B SEISMOL SOC AM, V86, P43