Tavakoli and Pezeshk 2005¶
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class openquake.hazardlib.gsim.tavakoli_pezeshk_2005.TavakoliPezeshk2005[source]¶
- Implements the GMPE developed by B. Tavakoli and S. Pezeshk in 2005 and published as “Empirical-Stochastic Ground-Motion Prediction for Eastern North America” (2005, Bull. Seism. Soc. Am., Volume 95, No. 6, pages 2283-2296). - 
COEFFS= <openquake.hazardlib.gsim.base.CoeffsTable object>¶
- Coefficient table is constructed from an excel spreadsheet available on Pezeshk’s website http://www.ce.memphis.edu/pezeshk 
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DEFINED_FOR_INTENSITY_MEASURE_COMPONENT= 'Horizontal'¶
- Supported intensity measure horizontal. 
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DEFINED_FOR_INTENSITY_MEASURE_TYPES= set([<class 'openquake.hazardlib.imt.SA'>, <class 'openquake.hazardlib.imt.PGA'>])¶
- Supported intensity measure types are peak ground acceleration and spectral acceleration, see abstract 
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DEFINED_FOR_STANDARD_DEVIATION_TYPES= set(['Total'])¶
- Supported standard deviation type is total, see equation 23, pag 2291. 
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DEFINED_FOR_TECTONIC_REGION_TYPE= 'Stable Shallow Crust'¶
- Supported tectonic region type is stable continental crust 
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REQUIRES_DISTANCES= set(['rrup'])¶
- Required distance measure is Rrup. See equation 18 page page 2291 
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REQUIRES_RUPTURE_PARAMETERS= set(['mag'])¶
- Required rupture parameters is magnitude See equation 18 page page 2291 
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REQUIRES_SITES_PARAMETERS= set([])¶
- This GMPE doesn’t require site parameters since it has been developed for hard rock sites (see page 2290) 
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get_mean_and_stddevs(sites, rup, dists, imt, stddev_types)[source]¶
- See - superclass methodfor spec of input and result values.
 
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class openquake.hazardlib.gsim.tavakoli_pezeshk_2005.TavakoliPezeshk2005MblgAB1987NSHMP2008[source]¶
- Extend - TavakoliPezeshk2005and implements equation as defined by the National Seismic Hazard Mapping Project (NSHMP) for the 2008 US model.- The class replicates the equation as coded in suroutine - getTP05in- hazgridXnga2.fFortran code available at: http://earthquake.usgs.gov/hazards/products/conterminous/2008/software/- The class assumes rupture magnitude to be in Mblg scale. Therefore Mblg is converted to Mw using the Atkinson & Boore 1987 conversion equation. - Coefficients are given for the B/C site conditions. - 
COEFFS= <openquake.hazardlib.gsim.base.CoeffsTable object>¶
- Coefficient table is constructed using the values included in hazgridXnga2.f 
 
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class openquake.hazardlib.gsim.tavakoli_pezeshk_2005.TavakoliPezeshk2005MblgJ1996NSHMP2008[source]¶
- Extend - TavakoliPezeshk2005MblgAB1987NSHMP2008but uses Johnston 1996 equation to convert Mblg to Mw
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class openquake.hazardlib.gsim.tavakoli_pezeshk_2005.TavakoliPezeshk2005MwNSHMP2008[source]¶
- Extend - TavakoliPezeshk2005MblgAB1987NSHMP2008but assumes magnitude to be in Mw scale, and therefore no conversion is applied