Model and Parametric Uncertainty in Source-Based Kinematic Models of Earthquake Ground Motion

被引:18
|
作者
Hartzell, Stephen [1 ]
Frankel, Arthur [2 ]
Liu, Pengcheng [3 ]
Zeng, Yuehua [1 ]
Rahman, Sharifur [4 ]
机构
[1] US Geol Survey, Denver Fed Ctr, Denver, CO 80225 USA
[2] Univ Washington, US Geol Survey, Dept Earth & Space Sci, Seattle, WA 98195 USA
[3] US Bur Reclamat, Denver Fed Ctr, Denver, CO 80225 USA
[4] Chevron N Amer DWEP, Houston, TX 77054 USA
关键词
BAND SYNTHETIC SEISMOGRAMS; STOCHASTIC FAULT MODEL; OMEGA-SQUARE MODEL; TIME HISTORIES; SPATIAL VARIATION; GREENS-FUNCTIONS; PREDICTION; RUPTURE; SIMULATION; VARIABILITY;
D O I
10.1785/0120110028
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
Four independent ground-motion simulation codes are used to model the strong ground motion for three earthquakes: 1994 M-w 6.7 Northridge, 1989 M-w 6.9 Loma Prieta, and 1999 M-w 7.5 Izmit. These 12 sets of synthetics are used to make estimates of the variability in ground-motion predictions. In addition, ground-motion predictions over a grid of sites are used to estimate parametric uncertainty for changes in rupture velocity. We find that the combined model uncertainty and random variability of the simulations is in the same range as the variability of regional empirical ground-motion data sets. The majority of the standard deviations lie between 0.5 and 0.7 natural-log units for response spectra and 0.5 and 0.8 for Fourier spectra. The estimate of model epistemic uncertainty, based on the different model predictions, lies between 0.2 and 0.4, which is about one-half of the estimates for the standard deviation of the combined model uncertainty and random variability. Parametric uncertainty, based on variation of just the average rupture velocity, is shown to be consistent in amplitude with previous estimates, showing percentage changes in ground motion from 50% to 300% when rupture velocity changes from 2.5 to 2: 9 km/s. In addition, there is some evidence that mean biases can be reduced by averaging ground-motion estimates from different methods.
引用
收藏
页码:2431 / 2452
页数:22
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