Prediction of broadband ground-motion time histories: Hybrid low/high-frequency method with correlated random source parameters

被引:152
作者
Liu, Pengcheng [1 ]
Archuleta, Ralph J.
Hartzell, Stephen H.
机构
[1] Univ Calif Santa Barbara, Inst Crustal Studies, Santa Barbara, CA 93106 USA
[2] Univ Calif Santa Barbara, Dept Earth Sci, Santa Barbara, CA 93106 USA
[3] US Geol Survey, Denver Fed Ctr, Lakewood, CO 80225 USA
关键词
D O I
10.1785/0120060036
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 present a new method for calculating broadband time histories of ground motion based on a hybrid low-frequency/high-frequency approach with correlated source parameters. Using a finite-difference method we calculate low-frequency synthetics (< similar to 1 Hz) in a 3D velocity structure. We also compute broadband synthetics in a 1D velocity model using a frequency-wavenumber method. The low frequencies from the 3D calculation are combined with the high frequencies from the 1D calculation by using matched filtering at a crossover frequency of 1 Hz. The source description, common to both the 1D and 3D synthetics, is based on correlated random distributions for the slip amplitude, rupture velocity, and rise time on the fault. This source description allows for the specification of source parameters independent of any a priori inversion results. In our broadband modeling we include correlation between slip amplitude, rupture velocity, and rise time, as suggested by dynamic fault modeling. The method of using correlated random source parameters is flexible and can be easily modified to adjust to our changing understanding of earthquake ruptures. A realistic attenuation model is common to both the 3D and 1D calculations that form the low- and high-frequency components of the broadband synthetics. The value of Q is a function of the local shear-wave velocity. To produce more accurate high-frequency amplitudes and durations, the 1D synthetics are corrected with a randomized, frequency-dependent radiation pattern. The 1D synthetics are further corrected for local site and nonlinear soil effects by using a 1D nonlinear propagation code and generic velocity structure appropriate for the site's National Earthquake Hazards Reduction Program (NEHRP) site classification. The entire procedure is validated by comparison with the 1994 Northridge, California, strong ground motion data set. The bias and error found here for response spectral acceleration are similar to the best results that have been published by others for the Northridge rupture.
引用
收藏
页码:2118 / 2130
页数:13
相关论文
共 46 条
[1]  
ABRAHAMSON NA, 1990, 4TH P US NAT C EARTH, V1, P407
[2]   RUPTURE PROPAGATION WITH FINITE STRESS IN ANTIPLANE STRAIN [J].
ANDREWS, DJ .
JOURNAL OF GEOPHYSICAL RESEARCH, 1976, 81 (20) :3575-3582
[3]   Finite-fault site-specific acceleration time histories that include nonlinear soil response [J].
Archuleta, RJ ;
Liu, PC ;
Steidl, JH ;
Bonilla, LF ;
Lavallée, D ;
Heuze, F .
PHYSICS OF THE EARTH AND PLANETARY INTERIORS, 2003, 137 (1-4) :153-181
[4]   CORRECTION [J].
BRUNE, JN .
JOURNAL OF GEOPHYSICAL RESEARCH, 1971, 76 (20) :5002-+
[5]  
Cario M.C, 1997, MODELING GENERATION
[6]   Application of the perfectly matched absorbing layer model to the linear elastodynamic problem in anisotropic heterogeneous media [J].
Collino, F ;
Tsogka, C .
GEOPHYSICS, 2001, 66 (01) :294-307
[7]   Memory-efficient simulation of anelastic wave propagation [J].
Day, SM ;
Bradley, CR .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2001, 91 (03) :520-531
[8]  
DAY SM, 1982, B SEISMOL SOC AM, V72, P1881
[9]  
*EERI, 1993, TR102293 EERI EPRI
[10]   Loss estimates for a Puente Hills blind-thrust earthquake in Los Angeles, California [J].
Field, EH ;
Seligson, HA ;
Gupta, N ;
Gupta, V ;
Jordan, TH ;
Campbell, KW .
EARTHQUAKE SPECTRA, 2005, 21 (02) :329-338