Atkinson_2010 (nshmp-lib)

java.lang.Object
- gov.usgs.earthquake.nshmp.gmm.Atkinson_2010

All Implemented Interfaces:

GroundMotionModel
```
@Beta
public class Atkinson_2010
extends Object
implements GroundMotionModel
```
Implementation of the ground motion model by Atkinson (2010) for shallow and deep earthquakes in Hawaii. This model applies a Hawaii specific correction factor to BooreAtkinson_2008.
Note:August 15, 2020 email from Gail Atkinson confirms that shallow event model is about 0.05 log units lower than what is shown in Figure 7 of the reference publication. At short periods, this model and BooreAtkinson_2008 should be the same.
Note: Direct instantiation of GroundMotionModels is prohibited. Use Gmm.instance(Imt) to retrieve an instance for a desired Imt.
Reference: Atkinson, G.M., 2010, Ground-motion prediction equations for Hawaii from a referenced empirical approach: Bulletin of the Seismological Society of America, v. 100, n. 2, p. 751-761.
doi: 10.1785/0120090098
Component: geometric mean of two horizontal components

Author:

U.S. Geological Survey

See Also:

Gmm.ATKINSON_10

Method Summary

All Methods Instance Methods Concrete Methods
Modifier and Type	Method	Description
`LogicTree<GroundMotion>`	`calc(GmmInput in)`	Computes a logic tree of scalar ground motions and standard deviations for the supplied arguments.
`Imt`	`imt()`	The intensity measure type (`IMT`) of this GMM instance.

Methods inherited from class java.lang.Object
clone, equals, finalize, getClass, hashCode, notify, notifyAll, toString, wait, wait, wait

Methods inherited from interface gov.usgs.earthquake.nshmp.gmm.GroundMotionModel
dampedCalc

- Method Detail
  - imt
```
public Imt imt()
```
    Description copied from interface: GroundMotionModel
    
    The intensity measure type (IMT) of this GMM instance.
    
    Specified by:
    
    imt in interface GroundMotionModel
  - calc
```
public LogicTree<GroundMotion> calc(GmmInput in)
```
    Description copied from interface: GroundMotionModel
    
    Computes 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:
    
    calc in interface GroundMotionModel
    
    Parameters:
    
    in - a ground motion model input argument container