Du Wang 2012 Intensity Model
Class Name
- RDuWang2012IntensityModel
Location in Objects Pane
- Models > Model > Hazard > Earthquake > Intensity > Du Wang 2012 Intensity
Model Description
Model Form
- This model produces the cumulative absolute velocity at specified locations for given magnitude and hypocenter location of several earthquake sources as input , based on the Du-Wang (2012) attenuation relation.
- Depth of each earthquake is predicted based on the magnitude.
- For more information, see Du-Wang (2012).
DDM Sensitivities
Properties
Object Name
- Name of the object in Rt
- Allowable characters are upper-case and lower-case letters, numbers, and underscore (“_”).
- The name is unique and case-sensitive.
Display Output
- Determines whether the model is allowed to print messages to the Output Pane.
Magnitude List
- Magnitudes of various earthquake sources
Hypocentre Location List
- Hypocenter locations of earthquake sources, which automatically will yield the radius \({R}\) to the various output locations.
Interevent Sigma
- Inter-event model error, typically a standard normal random variable
Intraevent Sigma
- Intra-event model error, typically a standard normal random variable
Fault Type
- Fault mechanism that can either be Unspecified, Normal, ReverseOblique, or Reverse.
Response Type
- Type of the response is \({CAV}\).
Structure Location List
- List of the locations where the intensity will be computed at them (the output will give as many intensity values as the locations provided here)
Site Class
- Site class that can either be UnspecifiedClass, SGSSiteClassC, SGSSiteClassD.
H and C1 to C8 Uncertainty
- The uncertainty in attenuation relation coefficients represented by Standard Normal random variables.
Output
- Earthquake intensities (as many as the locations provided in the input)
- The output is an automatically generated generic response object, which takes the object name of the model plus “Response”.
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References
- Wang, G., & Du, W. (2012). Empirical correlations between cumulative absolute velocity and spectral accelerations from NGA ground motion database. Soil Dynamics and Earthquake Engineering, 43, 229–236