Source code for openquake.hazardlib.gsim.tromans_2019

# -*- coding: utf-8 -*-
# vim: tabstop=4 shiftwidth=4 softtabstop=4
#
# Copyright (C) 2014-2023 GEM Foundation
#
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"""
Module exports :class:`TromansEtAl2019`
"""
import numpy as np
from openquake.hazardlib.gsim.base import registry, GMPE, CoeffsTable
from openquake.hazardlib import const
from openquake.hazardlib.imt import from_string


#: Coefficient tables as per annex B of Abrahamson et al. (2014)
ASK_TAU_COEFFS = CoeffsTable(sa_damping=5, table="""\
    IMT       s3     s4
    pga     0.47   0.36
    pgv     0.38   0.38
    0.010   0.47   0.36
    0.020   0.47   0.36
    0.030   0.47   0.36
    0.050   0.47   0.36
    0.075   0.47   0.36
    0.100   0.47   0.36
    0.150   0.47   0.36
    0.200   0.47   0.36
    0.250   0.47   0.36
    0.300   0.47   0.36
    0.400   0.47   0.36
    0.500   0.47   0.36
    0.750   0.47   0.36
    1.000   0.47   0.36
    1.500   0.47   0.36
    2.000   0.47   0.36
    3.000   0.47   0.36
    4.000   0.47   0.36
    5.000   0.47   0.36
    6.000   0.47   0.36
    7.500   0.47   0.36
    10.00   0.47   0.36
    """)


#: Single station intra-event term for the constant and magnitude-dependent
#: model, as provided in Table 4 of Rodriguez-Marek et al (2013)
PHI_SS_COEFFS = CoeffsTable(sa_damping=5, table="""\
    IMT   const_phiss   phi1m  phi2m
    pgv          0.46    0.49   0.37
    pga          0.46    0.49   0.35
    0.01         0.46    0.49   0.35
    0.1          0.45    0.45   0.43
    0.2          0.48    0.51   0.37
    0.3          0.48    0.51   0.37
    0.5          0.46    0.49   0.37
    1.0          0.45    0.46   0.40
    3.0          0.41    0.41   0.41
    """)


#: Single ststion dfS2S model
DELTA_PHI_S2S = CoeffsTable(sa_damping=5, table="""\
    IMT          dfs2s
    pga         0.0000
    0.01000     0.0000
    0.99999     0.0000
    1.00000     0.0001
    2.00000     0.0069
    3.00000     0.0131
    10.0000     0.0131
    """)


[docs]def get_heteroskedastic_tau(imt, mag): """ Returns the magnitude dependent inter-event variability using the model of Abrahamson et al (2014). :param dict C: Coefficients dictionary :param float mag: Magnitude """ C = ASK_TAU_COEFFS[imt] tau = C['s3'] + (C['s4'] - C['s3']) / 2. * (mag - 5.) tau[mag < 5] = C['s3'] tau[mag > 7] = C['s4'] return tau
[docs]def get_heteroskedastic_phi(imt, mag): """ Returns the heteroskedastic intra-event term, taken as the maximum of the constant single-station phi and the magnitude dependent single-station phi provided in Table 4 of Rodriguez-Marek et al (2014) """ C = PHI_SS_COEFFS[imt] mag_phi = C["phi1m"] + (C["phi2m"] - C["phi1m"]) * (mag - 5.0) / 2.0 mag_phi[mag < 5.0] = C["phi1m"] mag_phi[mag > 7.0] = C["phi2m"] mag_phi[mag_phi <= C["const_phiss"]] = C["const_phiss"] return mag_phi
HETEROSKEDASTIC_PHI = { "upper": lambda imt, mag: 1.16 * get_heteroskedastic_phi(imt, mag), "central": lambda imt, mag: get_heteroskedastic_phi(imt, mag), "lower": lambda imt, mag: 0.84 * get_heteroskedastic_phi(imt, mag)} HOMOSKEDASTIC_PHI = { "upper": lambda imt: 1.16 * PHI_SS_COEFFS[imt]["const_phiss"], "central": lambda imt: PHI_SS_COEFFS[imt]["const_phiss"], "lower": lambda imt: 0.84 * PHI_SS_COEFFS[imt]["const_phiss"]} HETEROSKEDASTIC_TAU = { "upper": lambda imt, mag: get_heteroskedastic_tau(imt, mag) + 0.075, "central": lambda imt, mag: get_heteroskedastic_tau(imt, mag), "lower": lambda imt, mag: get_heteroskedastic_tau(imt, mag) - 0.075} SIX = np.array([6.0]) HOMOSKEDASTIC_TAU = { "upper": lambda imt: get_heteroskedastic_tau(imt, SIX) + 0.075, "central": lambda imt: get_heteroskedastic_tau(imt, SIX), "lower": lambda imt: get_heteroskedastic_tau(imt, SIX) - 0.075} uppernames = ''' DEFINED_FOR_INTENSITY_MEASURE_TYPES DEFINED_FOR_STANDARD_DEVIATION_TYPES REQUIRES_SITES_PARAMETERS REQUIRES_RUPTURE_PARAMETERS REQUIRES_DISTANCES '''.split()
[docs]def get_alatik_youngs_sigma_mu(mag, rake, imt): """ Implements the statistical uncertainty model of Al Atik & Youngs (2014) given in equations 9 to 11 in the manuscript. """ if str(imt) == "PGA": period = 0.01 elif str(imt).startswith("SA"): period = imt.period else: raise ValueError("Al Atik & Youngs (2014) Model not supported " "for %s" % str(imt)) sigma_mu = np.where(mag >= 7., 0.056 * (mag - 7.0) + 0.083, 0.083) if period >= 1.0: sigma_mu += 0.0171 * np.log(period) # Normal faulting case sigma_mu[(rake >= -135.) & (rake <= -45.)] += 0.038 return sigma_mu
[docs]def get_stddevs(branch, phi_ds2s, homoskedastic_sigma, imt, mag): """ Returns the standard deviations as described in Figure 10 and section 4 of Tromans et al. (2019). """ if homoskedastic_sigma: # Homoskedastic sigma branch tau = HOMOSKEDASTIC_TAU[branch](imt) phi = HOMOSKEDASTIC_PHI[branch](imt) else: # Heteroskedastic sigma branch tau = HETEROSKEDASTIC_TAU[branch](imt, mag) phi = HETEROSKEDASTIC_PHI[branch](imt, mag) # Add on the delta phi_d2s if phi_ds2s: phi = np.sqrt(phi ** 2 + DELTA_PHI_S2S[imt]["dfs2s"] ** 2) return [np.sqrt(tau ** 2 + phi ** 2), tau, phi]
[docs]class TromansEtAl2019(GMPE): """ Implements a modifiable GMPE to apply the standard deviation model and adjustments described in Tromans et al. (2019), for application to a nuclear power plant site in the UK: Tromans, I. J., Aldama-Bustos, G., Douglas, J., Lessi-Cheimariou, A., Hunt, S., Davi, M., Musson, R. M. W., Garrard, G., Strasser, F. and Robertson, C. (2019) "Probabilistic seismic hazard assessment for a new-build nuclear power plant site in the UK", Bulletin of Earthquake Engineering, 17: 1- 36 :param gmpe: The GMPE for calculation of the medeian ground motion model :param string branch: The model defines three branches for the different aleatory uncertainty models "lower", "central" and "upper" :param float scaling_factor: Factor to scale the median values of the GMPE to account for, for example, stress drop uncertainty :param bool homoskedastic sigma: Determines whether to use the homoskedastic uncertainty model (True) or the heteroskedastic model (False) :param vskappa: Apply vs-kappa adjustment factors defined using a dictionary organised by IMT, or else none. :param phi_ds2s: Adds the phi_ds2s term to the sigma model (True) or retains the single station model """ #: Supported tectonic region type is 'active shallow crust' DEFINED_FOR_TECTONIC_REGION_TYPE = const.TRT.ACTIVE_SHALLOW_CRUST #: Set of :mod:`intensity measure types <openquake.hazardlib.imt>` #: this GSIM can calculate. A set should contain classes from module #: :mod:`openquake.hazardlib.imt`. DEFINED_FOR_INTENSITY_MEASURE_TYPES = set() #: Supported intensity measure component is the geometric mean of two #: horizontal components DEFINED_FOR_INTENSITY_MEASURE_COMPONENT = const.IMC.RotD50 #: Supported standard deviation types are inter-event, intra-event #: and total DEFINED_FOR_STANDARD_DEVIATION_TYPES = { const.StdDev.TOTAL, const.StdDev.INTER_EVENT, const.StdDev.INTRA_EVENT} #: Required site parameter is not set REQUIRES_SITES_PARAMETERS = set() #: Required rupture parameters are magnitude, others will be taken from #: the GMPE REQUIRES_RUPTURE_PARAMETERS = {'mag'} #: Required distance measure will be set by the GMPE REQUIRES_DISTANCES = set() def __init__(self, gmpe_name, branch="central", sigma_mu_epsilon=0.0, homoskedastic_sigma=False, scaling_factor=None, vskappa=None, phi_ds2s=True): self.gmpe = registry[gmpe_name]() # Update the required_parameters for name in uppernames: setattr(self, name, frozenset(getattr(self, name) | getattr(self.gmpe, name))) # If the scaling factor take the natural log if scaling_factor: self.scaling_factor = np.log(scaling_factor) else: self.scaling_factor = None # If vs-kappa is passed as a dictionary then transform to CoeffsTable if isinstance(vskappa, dict): in_vskappa = {} for key in vskappa: in_vskappa[from_string(key)] = {"vskappa": np.log(vskappa[key])} self.vskappa = CoeffsTable.fromdict(in_vskappa) else: self.vskappa = None self.branch = branch self.sigma_mu_epsilon = sigma_mu_epsilon self.homoskedastic_sigma = homoskedastic_sigma self.phi_ds2s = phi_ds2s
[docs] def compute(self, ctx: np.recarray, imts, mean, sig, tau, phi): """ Returns the mean and standard deviations applying, where specified, scalar adjustment and vs-kappa adjustment to the mean from the original GMPE. """ # Retrieve the mean values from the GMPE self.gmpe.compute(ctx, imts, mean, sig, tau, phi) # Apply scaling factor if self.scaling_factor: mean += self.scaling_factor for m, imt in enumerate(imts): # Apply sigma_mu epsilon factor if self.sigma_mu_epsilon: mean += (self.sigma_mu_epsilon * get_alatik_youngs_sigma_mu(ctx.mag, ctx.rake, imt)) # Apply vs-kappa correction if self.vskappa: mean += self.vskappa[imt]["vskappa"] # Get stddevs sig[m], tau[m], phi[m] = get_stddevs( self.branch, self.phi_ds2s, self.homoskedastic_sigma, imt, ctx.mag)
[docs]class TromansEtAl2019SigmaMu(TromansEtAl2019): """ Extension of the Tromans et al. (2019) to facilitate the application of the statistical uncertainty (sigma_mu) adjustment using the factors described by Al Atik & Youngs (2014) Al Atik, L. and Youngs, R. R. (2014) "Epistemic Uncertainty for NGA-West 2 Models", Earthquake Spectra, 30(3): 1301 - 1318 """ #: Required rupture parameters are magnitude and style of faulting, others #: will be taken from the GMPE REQUIRES_RUPTURE_PARAMETERS = {'mag', 'rake'}