# -*- coding: utf-8 -*-
# vim: tabstop=4 shiftwidth=4 softtabstop=4
#
# Copyright (C) 2015-2020 GEM Foundation
#
# OpenQuake is free software: you can redistribute it and/or modify it
# under the terms of the GNU Affero General Public License as published
# by the Free Software Foundation, either version 3 of the License, or
# (at your option) any later version.
#
# OpenQuake is distributed in the hope that it will be useful,
# but WITHOUT ANY WARRANTY; without even the implied warranty of
# MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
# GNU Affero General Public License for more details.
#
# You should have received a copy of the GNU Affero General Public License
# along with OpenQuake. If not, see <http://www.gnu.org/licenses/>.
"""
Module exports :class:`Zhang_Zhao2005SInter`,
:class:`Zhang_Zhao2005SSlab`,
:class:`Zhang_Zhao2005Crust`,
"""
import numpy as np
from openquake.hazardlib import const
from openquake.hazardlib.imt import LSD
from openquake.hazardlib.gsim.base import GMPE, CoeffsTable
def _SDinter_term(ctx):
SD = 0.2485 * np.exp(-3.5387 + (1.438 * ctx.mag) - (
0.0066 * (10 - ctx.mag) ** 3) - (
1.785 * np.log(ctx.rrup + (1.097 * np.exp(0.617 * ctx.mag)))) +
(0.00648 * ctx.hypo_depth))
return (1.856 * np.log10(SD))
def _SDslab_term(ctx):
SD = 0.2485 * np.exp(-3.5387 + (1.438 * ctx.mag) - (
0.0066 * (10 - ctx.mag) ** 3) - (
1.785 * np.log(ctx.rrup + (1.097 * np.exp(0.617 * ctx.mag)))
) + (0.00648 * ctx.hypo_depth) + 0.3643)
return (1.856 * np.log10(SD))
def _SDCrust_term(ctx, rake, mag):
# Reverse faulting
if (rake >= 45.) & (rake <= 135.):
C1 = -1.92
C6 = 0.8285
else:
C1 = -2.17
C6 = 0.8494
if mag >= 6.5:
SD = 0.06212 * np.exp(C1 + ctx.mag - (
1.7 * (np.log(ctx.rrup + (0.3825 * np.exp(0.5882 * ctx.mag))))
) + C6 - (0.033 * (8.5 - ctx.mag) ** 2.5))
else:
SD = 0.06212 * np.exp(C1 + ctx.mag - (1.7 * (np.log(ctx.rrup + (
2.1863 * np.exp(0.32 * ctx.mag))))) + C6 - (
0.033 * (8.5 - ctx.mag) ** 2.5))
return (1.856 * np.log10(SD))
def _compute_site_term(sites, c4, c5, c6, c7, c8):
return (c4 * np.log10(sites.slope) +
c5 * (sites.T_15) +
c6 * np.log10(100 - sites.F_15) +
(c7 * np.log10(sites.D50_15 + 0.1)) + c8)
[docs]class Zhang_Zhao2005SInter(GMPE):
"""
Implements the GMPE of Zhang and Zhao. (2005) for Permanent ground
deformation (m) from lateral spread
Zhang, J., & Zhao, J. X. (2005). Empirical models for estimating
liquefaction-induced lateral spread displacement. Soil Dynamics and
Earthquake Engineering, 25(6), 439-450.
This model is based on Sadigh et al. (1997) and Young et al. (1997) models
"""
#: This GMPE is based on subduction interface earthquakes
DEFINED_FOR_TECTONIC_REGION_TYPE = const.TRT.SUBDUCTION_INTERFACE
#: Supported intensity measure types are Permanent ground deformation (m)
#: from lateral spread
DEFINED_FOR_INTENSITY_MEASURE_TYPES = {LSD}
#: Supported intensity measure component is the horizontal
DEFINED_FOR_INTENSITY_MEASURE_COMPONENT = const.IMC.HORIZONTAL
#: Supported standard deviation types is total.
DEFINED_FOR_STANDARD_DEVIATION_TYPES = {const.StdDev.TOTAL}
#: Required site parameters
REQUIRES_SITES_PARAMETERS = {
'slope',
'freeface_ratio',
'T_15',
'F_15',
'D50_15'}
#: Required rupture parameters are magnitude and hypocentral depth
REQUIRES_RUPTURE_PARAMETERS = {'mag', 'hypo_depth'}
#: Required distance measure is closest distance to rupture surface
REQUIRES_DISTANCES = {'rrup'}
#: GMPE not tested against independent implementation so raise
#: not verified warning
non_verified = True
[docs] def compute(self, ctx: np.recarray, imts, mean, sig, tau, phi):
for m, imt in enumerate(imts):
ctx = ctx.copy()
zslope = ctx.slope == 0.0
ctx.slope[zslope] = ctx.freeface_ratio[zslope]
c = np.zeros((5, len(ctx.sids))) # slope coeffs updated
for i in range(5):
# where the slope is zero use the freeface coeffs
c[i, zslope] = self.COEFFS_FREEFACE[imt][f'c{i+4}']
c[i, ~zslope] = self.COEFFS_SLOPE[imt][f'c{i+4}']
mean[m] = (
_SDinter_term(ctx) +
_compute_site_term(ctx, c[0], c[1], c[2], c[3], c[4]))
mean[m] = np.log(10.0 ** mean[m])
sig[m] = np.log(10.0 ** self.COEFFS_SLOPE[imt]["sigma"])
COEFFS_SLOPE = CoeffsTable(table="""\
IMT c4 c5 c6 c7 c8 sigma
LSD 0.356 0.0606 3.204 -1.0248 -4.292 0.22
""")
COEFFS_FREEFACE = CoeffsTable(table="""\
IMT c4 c5 c6 c7 c8 sigma
LSD 0.456 0.0552 3.204 -1.0248 -4.743 0.22
""")
[docs]class Zhang_Zhao2005SSlab(Zhang_Zhao2005SInter):
"""
Implements the GMPE of Zhang and Zhao. (2005) for Permanent ground
deformation (m) from lateral spread
Zhang, J., & Zhao, J. X. (2005). Empirical models for estimating
liquefaction-induced lateral spread displacement. Soil Dynamics and
Earthquake Engineering, 25(6), 439-450. This model is based on Sadigh et
al. (1997) and Young et al. (1997) models
"""
#: This GMPE is based on subduction intraslab earthquakes
DEFINED_FOR_TECTONIC_REGION_TYPE = const.TRT.SUBDUCTION_INTRASLAB
[docs] def compute(self, ctx: np.recarray, imts, mean, sig, tau, phi):
for m, imt in enumerate(imts):
ctx = ctx.copy()
zslope = ctx.slope == 0.0
ctx.slope[zslope] = ctx.freeface_ratio[zslope]
c = np.zeros((5, len(ctx.sids))) # slope coeffs updated
for i in range(5):
# where the slope is zero use the freeface coeffs
c[i, zslope] = self.COEFFS_FREEFACE[imt][f'c{i+4}']
c[i, ~zslope] = self.COEFFS_SLOPE[imt][f'c{i+4}']
mean[m] = (
_SDslab_term(ctx) +
_compute_site_term(ctx, c[0], c[1], c[2], c[3], c[4]))
mean[m] = np.log(10.0 ** mean[m])
sig[m] = np.log(10.0 ** self.COEFFS_SLOPE[imt]["sigma"])
[docs]class Zhang_Zhao2005Crust(Zhang_Zhao2005SInter):
"""
Implements the GMPE of Zhang and Zhao. (2005) for Permanent ground
deformation (m) from lateral spread
Zhang, J., & Zhao, J. X. (2005). Empirical models for estimating
liquefaction-induced lateral spread displacement. Soil Dynamics and
Earthquake Engineering, 25(6), 439-450.
This model is based on Sadigh et al. (1997) and Young et al. (1997) models
"""
#: This GMPE is based on crustal earthquakes
DEFINED_FOR_TECTONIC_REGION_TYPE = const.TRT.ACTIVE_SHALLOW_CRUST
#: Required rupture parameters are magnitude
REQUIRES_RUPTURE_PARAMETERS = {'mag', 'rake'}
[docs] def compute(self, ctx: np.recarray, imts, mean, sig, tau, phi):
for m, imt in enumerate(imts):
ctx = ctx.copy()
zslope = ctx.slope == 0.0
ctx.slope[zslope] = ctx.freeface_ratio[zslope]
c = np.zeros((5, len(ctx.sids))) # slope coeffs updated
for i in range(5):
# where the slope is zero use the freeface coeffs
c[i, zslope] = self.COEFFS_FREEFACE[imt][f'c{i+4}']
c[i, ~zslope] = self.COEFFS_SLOPE[imt][f'c{i+4}']
mean[m] = (
_SDCrust_term(ctx, ctx.rake[m], ctx.mag[m]) +
_compute_site_term(ctx, c[0], c[1], c[2], c[3], c[4]))
mean[m] = np.log(10.0 ** mean[m])
sig[m] = np.log(10.0 ** self.COEFFS_SLOPE[imt]["sigma"])
