Intensity attenuation for active crustal regions

被引:77
作者
Allen, Trevor I. [1 ]
Wald, David J. [2 ]
Worden, C. Bruce [3 ]
机构
[1] Geosci Australia, Div Energy, Canberra, ACT, Australia
[2] US Geol Survey, Natl Earthquake Informat Ctr, Golden, CO USA
[3] Synergetics Inc, Ft Collins, CO USA
关键词
Macroseismic intensity attenuation; Ground-motion to intensity conversion; Site response; AVERAGE HORIZONTAL COMPONENT; MODIFIED MERCALLI INTENSITY; SEISMIC SITE CONDITIONS; GROUND-MOTION; RESPONSE SPECTRA; EARTHQUAKE; PREDICTION; MODEL; PROXY; PGV;
D O I
10.1007/s10950-012-9278-7
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
We develop globally applicable macroseismic intensity prediction equations (IPEs) for earthquakes of moment magnitude M (W) 5.0-7.9 and intensities of degree II and greater for distances less than 300 km for active crustal regions. The IPEs are developed for two distance metrics: closest distance to rupture (R (rup)) and hypocentral distance (R (hyp)). The key objective for developing the model based on hypocentral distance-in addition to more rigorous and standard measure R (rup)-is to provide an IPE which can be used in near real-time earthquake response systems for earthquakes anywhere in the world, where information regarding the rupture dimensions of a fault may not be known in the immediate aftermath of the event. We observe that our models, particularly the model for the R (rup) distance metric, generally have low median residuals with magnitude and distance. In particular, we address whether the direct use of IPEs leads to a reduction in overall uncertainties when compared with methods which use a combination of ground-motion prediction equations and ground motion to intensity conversion equations. Finally, using topographic gradient as a proxy and median model predictions, we derive intensity-based site amplification factors. These factors lead to a small reduction of residuals at shallow gradients at strong shaking levels. However, the overall effect on total median residuals is relatively small. This is in part due to the observation that the median site condition for intensity observations used to develop these IPEs is approximately near the National Earthquake Hazard Reduction Program CD site-class boundary.
引用
收藏
页码:409 / 433
页数:25
相关论文
共 65 条
  • [1] Comparisons of the NGA ground-motion relations
    Abrahamson, Norman
    Atkinson, Gail
    Boore, David
    Bozorgnia, Yousef
    Campbell, Kenneth
    Chiou, Brian
    Idriss, I. M.
    Silva, Walter
    Youngs, Robert
    [J]. EARTHQUAKE SPECTRA, 2008, 24 (01) : 45 - 66
  • [2] Prediction of elastic displacement response spectra in Europe and the Middle East
    Akkar, Sinan
    Bommer, Julian J.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (10) : 1275 - 1301
  • [3] Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East
    Akkar, Sinan
    Bommer, Julian J.
    [J]. SEISMOLOGICAL RESEARCH LETTERS, 2010, 81 (02) : 195 - 206
  • [4] Allen T. I, 2009, 20091047 US GEOL SUR
  • [5] An Atlas of ShakeMaps and population exposure catalog for earthquake loss modeling
    Allen, Trevor I.
    Wald, David J.
    Earle, Paul S.
    Marano, Kristin D.
    Hotovec, Alicia J.
    Lin, Kuowan
    Hearne, Michael G.
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2009, 7 (03) : 701 - 718
  • [6] On the Use of High-Resolution Topographic Data as a Proxy for Seismic Site Conditions (VS30)
    Allen, Trevor I.
    Wald, David J.
    [J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2009, 99 (2A) : 935 - 943
  • [7] PA GER-CAT: A Composite Earthquake Catalog for Calibrating Global Fatality Models
    Allen, Trevor I.
    Marano, Kristin D.
    Earle, Paul S.
    Wald, David J.
    [J]. SEISMOLOGICAL RESEARCH LETTERS, 2009, 80 (01) : 57 - 62
  • [8] [Anonymous], 1997, EARTHQ SPECTRA, V13, P815, DOI DOI 10.1193/1.1585982
  • [9] [Anonymous], 2 INT WORKSH DIS CAS
  • [10] [Anonymous], 1991, Eos Trans. Am. Geophys. Union, DOI [DOI 10.1029/90E000319, 10.1029/90EO00319]