Package gov.usgs.earthquake.nshmp.gmm
Class Geomatrix_1993
java.lang.Object
gov.usgs.earthquake.nshmp.gmm.Geomatrix_1993
- All Implemented Interfaces:
GroundMotionModel
Implementation of the subduction interface ground motion model by Geomatrix
consultants (1993) to support the 2007 Alaska NSHM. In the fortran codes used
at the time, this GMM is noted as a 'Youngs and Coppersmith variation'.
Although similar to Youngs et al. (1997), that GMM has quite a few add ons
for site terms not supported or required by the 2007 Alaska NSHM such that it
is simpler to have a standalone implementation.
Note: Direct instantiation of GroundMotionModels is
prohibited. Use Gmm.instance(Imt) to retrieve an instance for a
desired Imt.
Reference: Youngs, R.R., Chiou, S.-J., Silva, W.J., and Humphrey, J.R., 1997, Strong ground motion ground motion models for subduction zone earthquakes: Seismological Research Letters, v. 68, p. 58-73.
Component: Geometric mean of two horizontal components
- Author:
- U.S. Geological Survey
- See Also:
-
Method Details
-
imt
Description copied from interface:GroundMotionModelThe intensity measure type (IMT) of this GMM instance.- Specified by:
imtin interfaceGroundMotionModel
-
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
-