SCEC Award Number 19079 View PDF
Proposal Category Individual Proposal (Integration and Theory)
Proposal Title UCSB BROADBAND KINEMATIC RUPTURE SIMULATION WITH A DOUBLE CORNER SOURCE SPECTRUM
Investigator(s)
Name Organization
Ralph Archuleta University of California, Santa Barbara Chen Ji University of California, Santa Barbara
Other Participants Jorge Crempien
SCEC Priorities 4c, 4b, 4a SCEC Groups GM, EEII, Seismology
Report Due Date 04/30/2020 Date Report Submitted 05/01/2020
Project Abstract
 In the UCSB method for computing broadband ground motion we explicitly specify a source spectrum. In the past, we have used a single corner Aki(1967)/Brune(1970) spectrum. However, using data from the NGA West-2 (Ancheta et al., 2014), we have determined that the spectrum should have two corners, one related to the overall duration and one related to the spectral level of the high frequency radiation. In essence, the classical Aki (1967)/Brune (1970) single-corner source spectrum should be modified to include a second corner, i.e., a double-corner frequency (DCF) source spectrum (e.g., Gusev, 1983; Luco, 1985; Atkinson, 1993; Atkinson and Silva, 1997).
Intellectual Merit The classical Aki (1967)/Brune (1970) source spectrum has a single corner that can be related to stress drop (Brune, 1970, 1971). The single corner frequency is related to the overall duration of the rupture process. There is a stress parameter that controls the high frequencies which are directly related to root-mean-square acceleration (Hanks, 1979; McGuire and Hanks, 1980). There is clearly a difference in estimating the stress parameter from acceleration and stress drop estimated from a spectrum, assumed to have a single corner (Cotton et al., 2013). Using data from crustal earthquakes (Ancheta et al, 2014), we have determined scaling relations for the two corners of a double-corner source spectrum. This spectrum resolves the quandary discussed by Cotton et al. (2013) as to what is the stress drop of an earthquake.
Broader Impacts A critical need for earthquake engineering is knowledge of near-source ground motion from damaging crustal earthquakes. While the data are becoming more plentiful (e.g., Ancheta et al., 2014), there is a notable lack of data within 20 km of the causative fault for earthquakes with M>6. Physics-based kinematic earthquake scenarios can provide computed broadband accelerograms for a wide range of magnitudes and distances.
Exemplary Figure Figure 1. Figure 1. Comparison of DCF JA19 and JA19_2S models. (a) Comparison of synthetic acceleration Fourier amplitude spectra of M 5 and 7 earthquakes, predicted by JA19 and JA19_2S models. The comparisons of the synthetic (red line for JA19_2S and black line for JA19) and observed log-mean PGA, PGV, and DomF values (black circles) are shown in (b), (c), and (d), respectively. The bars denote the corresponding standard deviations.
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