Nath et al. 2012¶
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class openquake.hazardlib.gsim.nath_2012.NathEtAl2012Lower[source]¶
- Implements GMPE of Nath et. al (2012) for intraplate margin seismicity in the Shillong Plateau of India at 25-45 km deph. - This model is based on stochastic simulation with a mean stress drop of 150 bars. - Verification of mean value data was done by digitizing Figure 11 using http://arohatgi.info/WebPlotDigitizer/app/. Note that this independent verification did not include magnitude dependence or standard deviations. - Reference - Page number citations in this documentation refer to: - Nath, S. K., Thingbaijam, K. K. S., Maiti, S. K., and Nayak, A. (2012). Ground-motion predictions in Shillong region, northeast India. Journal of Seismology, 16(3):475–488. - 
COEFFS_BEDROCK= <openquake.hazardlib.gsim.base.CoeffsTable object>¶
- Coefficients taken from Table 5, p. 483. 
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DEFINED_FOR_INTENSITY_MEASURE_COMPONENT= 'Vertical'¶
- In simulations only the vertical component is estimated (see p. 479) and the stochastic dataset is what the GMPE is based on, so this model effectively predicts vertical motions. 
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DEFINED_FOR_INTENSITY_MEASURE_TYPES= set([<class 'openquake.hazardlib.imt.PGA'>, <class 'openquake.hazardlib.imt.PGV'>, <class 'openquake.hazardlib.imt.SA'>])¶
- Set of - intensity measure typesthis GSIM can calculate. A set should contain classes from module- openquake.hazardlib.imt.
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DEFINED_FOR_STANDARD_DEVIATION_TYPES= set(['Total'])¶
- The only sigma is reported in the main coefficient table, Table 5 on p. 483, and must be the total standard deviation. 
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DEFINED_FOR_TECTONIC_REGION_TYPE= 'Subduction Interface'¶
- “studies on micro-earthquakes indicated that reverse faulting is predominant in the region” (p. 476) 
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REQUIRES_DISTANCES= set(['rrup'])¶
- It is noted that “r_rup is the fault-rupture distance in kilometers” following equation (11) on p. 484. 
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REQUIRES_RUPTURE_PARAMETERS= set(['mag'])¶
- Sole required rupture parameter is magnitude, since faulting style is not addressed. 
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REQUIRES_SITES_PARAMETERS= set([])¶
- Required site parameter Vs30 is used to determing the NEHRP site class, and thus to choose site amplification coefficients and site amplification stanard error from Table 5 on p. 208. 
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get_mean_and_stddevs(sites, rup, dists, imt, stddev_types)[source]¶
- See - superclass methodfor specification of input and result values.- Implements equation (11) on p. 484: - ln(P) = c1 + c2*M + c3*(10 - M)^3 + c4*ln(R + c5*exp(c6*M)
 
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class openquake.hazardlib.gsim.nath_2012.NathEtAl2012Upper[source]¶
- Implements GMPE of Nath et. al (2012) for intraplate margin seismicity in the Shillong Plateau of India above 25 km deph. - This model is based on stochastic simulation with a mean stress drop of 40 bars. - 
COEFFS_UPPER= <openquake.hazardlib.gsim.base.CoeffsTable object>¶
- Coefficients taken from Table 6, p. 485. 
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get_mean_and_stddevs(sites, rup, dists, imt, stddev_types)[source]¶
- See - superclass methodfor specification of input and result values.- Implements the correction factor for the upper crust, equation (12) on p. 484: - P' = P x Correction_factor
 
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