scholarly journals AN EMPIRICAL SCALING OF STRONG-MOTION SPECTRA WITH APPLICATION TO ESTIMATE OF SOURCE SPECTRA

1990 ◽  
pp. 213-224
Author(s):  
Makoto KAMIYAMA ◽  
Tadashi MATSUKAWA
Keyword(s):  
Strong Motion ◽  
Source Spectra

scholarly journals Comparison of strong-motion spectra with teleseismic spectra for three magnitude 8 subduction-zone earthquakes

1990 ◽  
Vol 80 (4) ◽  
pp. 913-934
Author(s):  
Heidi Houston ◽  
Hiroo Kanamori
Keyword(s):  
Half Space ◽  
Site Response ◽  
Strong Motion ◽  
Body Waves ◽  
Reference Spectrum ◽  
Empirical Relations ◽  
Finite Fault ◽  
Simple Physical Model ◽  
Source Spectra ◽  
The Difference

Abstract We studied strong-motion spectra observed for three Mw 7.8 to 8.0 earthquakes (the 1985 Michoacán, Mexico; 1985 Valparaíso, Chile; and 1983 Akita-Oki, Japan earthquakes). We determined the decay of spectral amplitude with distance from the station, considering different measures of distance from a finite fault. We compared strong-motion spectra (Fourier acceleration spectra) observed for these three earthquakes with those estimated from the source spectrum determined from teleseismic P waves. We scaled the teleseismic source spectra to produce reference strong-motion spectra at periods from 1 to 10 sec using a simple physical model of far-field S body waves from a point source recorded at the surface of a homogeneous half-space. For all three earthquakes the reference spectral amplitudes at periods of 1 to 5 sec are about half the observed ones at distances of about 50 km. The difference increases as the distance increases. At distances of 200 to 300 km, the reference spectrum is about 1/10 of the observed one. The difference between the reference and the observed spectrum is attributed to the contribution of phases other than direct S waves and to site response. We applied corrections for the finiteness (spatial extent) of the source using a simple model of rupture propagation on a dipping two-dimensional fault. Including the source finiteness did not improve the estimate substantially at periods from 1 to 20 sec, but it modeled significant changes in the signal duration as a function of azimuth for the 1985 Michoacán earthquake. Our results can be used to establish empirical relations between the observed spectra and the half-space responses, depending on the distance and the site condition. If such empirical relations can be established, source spectra determined from teleseismic records may be used to estimate strong motions.

scholarly journals Teleseismic and strong-motion source spectra from two earthquakes in eastern Taiwan

1989 ◽  
Vol 79 (4) ◽  
pp. 935-944
Author(s):  
Lorraine J. Hwang ◽  
Hiroo Kanamori
Keyword(s):  
Hard Rock ◽  
Strong Motion ◽  
Reference Spectrum ◽  
Spectral Signatures ◽  
Motion Data ◽  
First Motion ◽  
Main Portion ◽  
Source Spectra ◽  
Rock Site ◽  
The Relationship

Abstract The 20 May and 14 November 1986 Hualien earthquakes occurred in a seismically active region of Taiwan. Locally determined focal mechanisms and aftershock patterns from the Taiwan Telemetered Seismographic Network indicate that both earthquakes occurred on steeply dipping reverse faults that trend NNE. This agrees with teleseismic first-motion data for the May event but not for the November event. This discrepancy is due to a moderate foreshock before the November event. Surface-wave analysis gives a solution for the November event of: dip 57°, rake 100°, and strike 43°, which is similar to the locally reported focal mechanism. The seismic moment of the November event is M0 = 1.7 × 1027 dynecm and the magnitudes determined from WWSSN data are m^b = 6.4, Ms = 7.3. Teleseismic source spectra show that the two events also have similar spectral signatures above 0.15 Hz. Reference acceleration spectra are computed from the average teleseismic source spectra and compared to the averaged acceleration spectra computed from strong-motion stations for both events. Correlations between the spectral amplitudes of the strong-motion spectra obtained from the main portion of the SMART 1 array and the teleseismically estimated reference spectra are poor above 0.2 Hz. Data from the hard-rock site situated outside of the basin indicates that amplification of the ground motion between 0.17-1.7 Hz is due to the alluvial valley where the SMART 1 array is located. The amplitude of the observed spectrum is five times the reference spectrum at the hard-rock site. This is consistent with similar observations from the 1985 Michoacan and 1983 Akita-Oki earthquakes. The analysis of these and more teleseismic and strong-motion records will lead to a better understanding of the relationship between their spectra.

Mismatch between teleseismic and strong-motion source spectra

1992 ◽  
Vol 82 (3) ◽  
pp. 1497-1502
Author(s):  
S. K. Singh ◽  
M. Ordaz ◽  
R. R. Castro
Keyword(s):  
Strong Motion ◽  
Source Spectra

THE EMPIRICAL GREEN’S FUNCTION TECHNIQUE MODIFICATION FOR ACCELEROGRAM SYNTHESIS IN LOWSEISMICITY REGIONS

2018 ◽  
Vol 12 (5-6) ◽  
pp. 72-80
Author(s):  
A. A. Krylov
Keyword(s):  
Green’S Function ◽  
Green's Function ◽  
Main Shock ◽  
Amplitude Spectrum ◽  
Strong Motion ◽  
Function Technique ◽  
Focal Region ◽  
Empirical Green’S Function ◽  
Epicentral Zone ◽  
Empirical Green's Function

In the absence of strong motion records at the future construction sites, different theoretical and semi-empirical approaches are used to estimate the initial seismic vibrations of the soil. If there are records of weak earthquakes on the site and the parameters of the fault that generates the calculated earthquake are known, then the empirical Green’s function can be used. Initially, the empirical Green’s function method in the formulation of Irikura was applied for main shock record modelling using its aftershocks under the following conditions: the magnitude of the weak event is only 1–2 units smaller than the magnitude of the main shock; the focus of the weak event is localized in the focal region of a strong event, hearth, and it should be the same for both events. However, short-termed local instrumental seismological investigation, especially on seafloor, results usually with weak microearthquakes recordings. The magnitude of the observed micro-earthquakes is much lower than of the modeling event (more than 2). To test whether the method of the empirical Green’s function can be applied under these conditions, the accelerograms of the main shock of the earthquake in L'Aquila (6.04.09) with a magnitude Mw = 6.3 were modelled. The microearthquake with ML = 3,3 (21.05.2011) and unknown origin mechanism located in mainshock’s epicentral zone was used as the empirical Green’s function. It was concluded that the empirical Green’s function is to be preprocessed. The complex Fourier spectrum smoothing by moving average was suggested. After the smoothing the inverses Fourier transform results with new Green’s function. Thus, not only the amplitude spectrum is smoothed out, but also the phase spectrum. After such preliminary processing, the spectra of the calculated accelerograms and recorded correspond to each other much better. The modelling demonstrate good results within frequency range 0,1–10 Hz, considered usually for engineering seismological studies.

Catalogue of U.S. Geological Survey strong-motion records, 1993

Circular ◽  
1995 ◽  
Author(s):  
J. C. Switzer ◽  
R.L. Porcella
Keyword(s):  
Strong Motion ◽  
Geological Survey ◽  
Strong Motion Records

U.S. Geological Survey National Strong-Motion Project strategic plan, 2017–22

2017 ◽  
Author(s):  
Brad T. Aagaard ◽  
Mehmet Celebi ◽  
Lind Gee ◽  
Robert Graves ◽  
Kishor Jaiswal ◽  
...  
Keyword(s):  
Strong Motion ◽  
Strategic Plan ◽  
Geological Survey
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