Package gov.usgs.earthquake.nshmp.gmm
Class SadighEtAl_1997
java.lang.Object
gov.usgs.earthquake.nshmp.gmm.SadighEtAl_1997
- All Implemented Interfaces:
GroundMotionModel
Implementation of the ground motion model for shallow crustal earthquakes by
Sadigh et al. (1997). This implementation supports soil and rock sites, the
cutoff for which is vs30=750 m/s. This model was also used for subduction
interface sources in the 2007 Alaska NSHM, for which a custom magnitude
saturation at M=8.5 was added.
Note: Direct instantiation of GroundMotionModels is
prohibited. Use Gmm.instance(Imt) to retrieve an instance for a
desired Imt.
Reference: Sadigh, K., Chang, C.-Y. , Egan, J.A., Makdisi, F., and Youngs, R.R., 1997, Attenuation relationships for shallow crustal earthquakes based on California strong motion data: Seismological Research Letters, v. 6, n. 1, p. 180-189.
Component: geometric mean of two horizontal components
- Author:
- U.S. Geological Survey
- See Also:
-
Method Details
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imt
Description copied from interface:GroundMotionModelThe intensity measure type (IMT) of this GMM instance.- Specified by:
imtin interfaceGroundMotionModel
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calc
Description copied from interface:GroundMotionModelComputes a logic tree of scalar ground motions and standard deviations for the supplied arguments. This method is implemented by GMMs to provide the horizontal peak ground acceleration and (optionally) velocity (PGA, PGV) as well as 5% damped pseudo-spectral acceleration for periods between 0.01 s and 10 s. For most modern GMMs, ground motions are computed as the average horizontal component (RotD50) but many older GMMs use some other average horizontal measure (e.g. GMRotI50).- Specified by:
calcin interfaceGroundMotionModel- Parameters:
in- a ground motion model input argument container
-