diff --git a/src/main/java/gov/usgs/earthquake/nshmp/gmm/Gmm.java b/src/main/java/gov/usgs/earthquake/nshmp/gmm/Gmm.java index 974f0b1a3ac0d735532fa2ec3a5ad0576a474be9..9ed68e43552b7ce3b958de98c89566423418d9c0 100644 --- a/src/main/java/gov/usgs/earthquake/nshmp/gmm/Gmm.java +++ b/src/main/java/gov/usgs/earthquake/nshmp/gmm/Gmm.java @@ -850,62 +850,6 @@ public enum Gmm { WongEtAl_2015.COEFFS_760, WongEtAl_2015.CONSTRAINTS), - /** @see ZhaoEtAl_2016 */ - ZHAO_16_SHALLOW_CRUST( - ZhaoEtAl_2016.ShallowCrust.class, - ZhaoEtAl_2016.ShallowCrust.NAME, - ZhaoEtAl_2016.SITE_AMP, - ZhaoEtAl_2016.CONSTRAINTS), - - /** @see ZhaoEtAl_2016 */ - ZHAO_16_UPPER_MANTLE( - ZhaoEtAl_2016.UpperMantle.class, - ZhaoEtAl_2016.UpperMantle.NAME, - ZhaoEtAl_2016.SITE_AMP, - ZhaoEtAl_2016.CONSTRAINTS), - - /** @see ZhaoEtAl_2016 */ - ZHAO_16_INTERFACE( - ZhaoEtAl_2016.Interface.class, - ZhaoEtAl_2016.Interface.NAME, - ZhaoEtAl_2016.SITE_AMP, - ZhaoEtAl_2016.CONSTRAINTS), - - /** @see ZhaoEtAl_2016 */ - ZHAO_16_SLAB( - ZhaoEtAl_2016.Slab.class, - ZhaoEtAl_2016.Slab.NAME, - ZhaoEtAl_2016.SITE_AMP, - ZhaoEtAl_2016.CONSTRAINTS), - - /** @see McVerryEtAl_2000 */ - MCVERRY_00_CRUSTAL( - McVerryEtAl_2000.Crustal.class, - McVerryEtAl_2000.Crustal.NAME, - McVerryEtAl_2000.COEFFS_GM, - McVerryEtAl_2000.CONSTRAINTS), - - /** @see McVerryEtAl_2000 */ - MCVERRY_00_INTERFACE( - McVerryEtAl_2000.Interface.class, - McVerryEtAl_2000.Interface.NAME, - McVerryEtAl_2000.COEFFS_GM, - McVerryEtAl_2000.CONSTRAINTS), - - /** @see McVerryEtAl_2000 */ - MCVERRY_00_SLAB( - McVerryEtAl_2000.Slab.class, - McVerryEtAl_2000.Slab.NAME, - McVerryEtAl_2000.COEFFS_GM, - McVerryEtAl_2000.CONSTRAINTS), - - /** @see McVerryEtAl_2000 */ - MCVERRY_00_VOLCANIC( - McVerryEtAl_2000.Volcanic.class, - McVerryEtAl_2000.Volcanic.NAME, - McVerryEtAl_2000.COEFFS_GM, - McVerryEtAl_2000.CONSTRAINTS), - /* NGA-East for USGS */ /** @see NgaEastUsgs_2017 */ @@ -1543,10 +1487,6 @@ public enum Gmm { OTHER( "Others", List.of( - ZHAO_16_SHALLOW_CRUST, - ZHAO_16_UPPER_MANTLE, - ZHAO_16_INTERFACE, - ZHAO_16_SLAB, ATKINSON_15, AB_03_CASCADIA_INTERFACE, BCHYDRO_18_NGA_INTERFACE, @@ -1554,11 +1494,7 @@ public enum Gmm { BCHYDRO_12_INTERFACE_BACKARC, BCHYDRO_12_INTERFACE_BASIN_BACKARC, BCHYDRO_12_SLAB_BACKARC, - BCHYDRO_12_SLAB_BASIN_BACKARC, - MCVERRY_00_CRUSTAL, - MCVERRY_00_INTERFACE, - MCVERRY_00_SLAB, - MCVERRY_00_VOLCANIC)), + BCHYDRO_12_SLAB_BASIN_BACKARC)), COMBINED( "Combined Models", diff --git a/src/main/java/gov/usgs/earthquake/nshmp/gmm/McVerryEtAl_2000.java b/src/main/java/gov/usgs/earthquake/nshmp/gmm/McVerryEtAl_2000.java deleted file mode 100644 index 7b1a36821e0cd7771c06732e225af58e789e37eb..0000000000000000000000000000000000000000 --- a/src/main/java/gov/usgs/earthquake/nshmp/gmm/McVerryEtAl_2000.java +++ /dev/null @@ -1,430 +0,0 @@ -package gov.usgs.earthquake.nshmp.gmm; - -import static com.google.common.base.Preconditions.checkArgument; -import static com.google.common.base.Preconditions.checkState; -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.NORMAL; -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.REVERSE; -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.REVERSE_OBLIQUE; -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.STRIKE_SLIP; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.MW; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.RAKE; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.RRUP; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.VS30; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.ZHYP; -import static gov.usgs.earthquake.nshmp.gmm.Imt.PGA; -import static gov.usgs.earthquake.nshmp.model.TectonicSetting.ACTIVE_CRUST; -import static gov.usgs.earthquake.nshmp.model.TectonicSetting.VOLCANIC; -import static java.lang.Math.exp; -import static java.lang.Math.log; -import static java.lang.Math.sqrt; - -import java.util.Map; - -import com.google.common.collect.Range; - -import gov.usgs.earthquake.nshmp.Faults; -import gov.usgs.earthquake.nshmp.gmm.GmmInput.Constraints; -import gov.usgs.earthquake.nshmp.model.SourceType; -import gov.usgs.earthquake.nshmp.model.TectonicSetting; -import gov.usgs.earthquake.nshmp.tree.LogicTree; - -/** - * Abstract implementation of the ground motion model by McVerry et al. (2000). - * - * <p><b>Implementation details:</b><ul><li>McVerry proposes a hanging wall term - * but it was not specifically modeled and is not implemented here.</li><li> New - * Zealand uses site classes that do not strictly correspond to fixed ranges of - * Vs30, in contrast with the US model; NZ soil site classes C and D consider - * stratification and site-specific response period. This implementation uses - * the following New Zealend site class to Vs30 values for convenience and - * consistency with the majority of other ground motion models:<ul><li>Class A: - * 1500 < Vs30</li><li>Class B: 360 < Vs30 ≤ 1500</li><li>Class C: 250 - * < Vs30 ≤ 360</li><li>Class D: 150 < Vs30 ≤ 250</li><li>Class E: s30 ≤ - * 150 (not supported)</li></ul></li></ul> - * - * <p><b>Model applicability:</b> Prior implementations restricted distance to - * 400km, foacl depths to 100km, and Magnitudes between 5.0 and 8.5. However the - * model supports a range of tectonic settings and McVerry et al. (2006) - * restrict magnitude to 7.5 and distance to 400km for curstal earthquakes, and - * restrict magnitudes to 8.0 and distances to 500km for subduction - * earthquake.<p> - * - * <p><b>Reference:</b> McVerry, G.H., Zhao, J.X., Abrahamson, N.A., and - * Somerville, P.G., 2000, Crustal and subduction zone attenuation realations - * for New Zealand earthquakes: Proc 12th World conference on earthquake - * engineering, Auckland, New Zealand, February, 2000. - * - * <p><b>Reference:</b> McVerry, G.H., Zhao, J.X., Abrahamson, N.A., and - * Somerville, P.G., 2000, New Zealand acceleration response spectrum - * attenuation relations for crustal and subduction zone earthquakes: Bulletin - * of the New Zealand Society of Earthquake Engineering, v. 39, n. 4, p. 1-58. - * - * <p><b>doi:</b> <a href="http://doi.org/10.5459/BNZSEE.39.1.1-58"> - * 10.5459/BNZSEE.39.1.1-58</a> - * - * <p><b>Component:</b> Model supports geometric mean or maximum of two - * horizontal components; only concrete implementations of max-horizontal - * component are provided at this time. - * - * @author Brendon A. Bradley - * @author U.S. Geological Survey - * @see Gmm#MCVERRY_00_CRUSTAL - * @see Gmm#MCVERRY_00_INTERFACE - * @see Gmm#MCVERRY_00_SLAB - * @see Gmm#MCVERRY_00_VOLCANIC - */ -public abstract class McVerryEtAl_2000 implements GroundMotionModel { - - // Need hypocentral depth for subduction - - // NOTE: Changed rake cutoffs to be symmetric and conform with 2006 pub. - // NOTE: updated NZ_SourceID to collapse SR RS keys - - static final String NAME = "McVerry et al. (2000)"; - - // Probably want to have constraints per-implementation - // (e.g. zHyp only used by subduction) - - static final Constraints CONSTRAINTS = Constraints.builder() - .set(MW, Range.closed(4.0, 8.0)) - .set(RRUP, Range.closed(0.0, 200.0)) - .set(ZHYP, Range.closed(0.0, 20.0)) - .set(RAKE, Faults.RAKE_RANGE) - .set(VS30, Range.closed(150.0, 1500.0)) - .build(); - - // geomean and max-horizontal coefficients - static final CoefficientContainer COEFFS_GM = new CoefficientContainer("McVerry00_gm.csv"); - static final CoefficientContainer COEFFS_MH = new CoefficientContainer("McVerry00_mh.csv"); - - private static final double C4AS = -0.144; - private static final double C6AS = 0.17; - private static final double C12Y = 1.414; - private static final double C18Y = 1.7818; - private static final double C19Y = 0.554; - private static final double C32 = -0.2; - - private static final class Coefficients { - - // 'as' and 'y' suffixes indicate attribution to - // Abrahamson & Silva or Youngs et al. - - final Imt imt; - final double c1, c3as, c5, c8, c10as, c11, c13y, c15, c17, c20, c24, c29, c30as, c33as, - c43, c46, σ6, σSlope, τ; - - Coefficients(Imt imt, CoefficientContainer cc) { - this.imt = imt; - Map<String, Double> coeffs = cc.get(imt); - c1 = coeffs.get("c1"); - c3as = coeffs.get("c3as"); - c5 = coeffs.get("c5"); - c8 = coeffs.get("c8"); - c10as = coeffs.get("c10as"); - c11 = coeffs.get("c11"); - c13y = coeffs.get("c13y"); - c15 = coeffs.get("c15"); - c17 = coeffs.get("c17"); - c20 = coeffs.get("c20"); - c24 = coeffs.get("c24"); - c29 = coeffs.get("c29"); - c30as = coeffs.get("c30as"); - c33as = coeffs.get("c33as"); - c43 = coeffs.get("c43"); - c46 = coeffs.get("c46"); - σ6 = coeffs.get("sigma6"); - σSlope = coeffs.get("sigSlope"); - τ = coeffs.get("tau"); - } - - // pga' - Coefficients(boolean geomean) { - imt = PGA; - if (geomean) { - c1 = 0.07713; - c3as = 0.0; - c5 = -0.00898; - c8 = -0.73728; - c10as = 5.6; - c11 = 8.08611; - c13y = 0.0; - c15 = -2.552; - c17 = -2.49894; - c20 = 0.0159; - c24 = -0.43223; - c29 = 0.3873; - c30as = -0.23; - c33as = 0.26; - c43 = -0.31036; - c46 = -0.0325; - σ6 = 0.5099; - σSlope = -0.0259; - τ = 0.2469; - } else { - // max horizontal - c1 = 0.1813; - c3as = 0.0; - c5 = -0.00846; - c8 = -0.75519; - c10as = 5.6; - c11 = 8.10697; - c13y = 0.0; - c15 = -2.552; - c17 = -2.48795; - c20 = 0.01622; - c24 = -0.41369; - c29 = 0.44307; - c30as = -0.23; - c33as = 0.26; - c43 = -0.29648; - c46 = -0.03301; - σ6 = 0.5035; - σSlope = -0.0635; - τ = 0.2598; - } - } - } - - private final Coefficients coeffs; - private final Coefficients coeffsPGA; - private final Coefficients coeffsPGAprime; - - McVerryEtAl_2000(Imt imt) { - coeffs = new Coefficients(imt, isGeomean() ? COEFFS_GM : COEFFS_MH); - coeffsPGA = new Coefficients(PGA, isGeomean() ? COEFFS_GM : COEFFS_MH); - coeffsPGAprime = new Coefficients(isGeomean()); - } - - @Override - public final LogicTree<GroundMotion> calc(GmmInput in) { - double μ = calcMean(coeffs, coeffsPGA, coeffsPGAprime, tectonicSetting(), sourceType(), in); - double σ = calcStdDev(coeffs, in.Mw); - return GroundMotions.createTree(μ, σ); - } - - /* as opposed to greatest horizontal */ - abstract boolean isGeomean(); - - /* as opposed to subduction */ - abstract TectonicSetting tectonicSetting(); - - abstract SourceType sourceType(); - - private static double calcMean(Coefficients c, Coefficients cPGA, - Coefficients cPGAp, TectonicSetting tect, SourceType type, GmmInput in) { - - double pgaMean = calcMeanBase(cPGA, tect, type, in); - - if (c.imt == PGA) { - return pgaMean; - } - - double pga_prime = exp(calcMeanBase(cPGAp, tect, type, in)); - double sa_prime = exp(calcMeanBase(c, tect, type, in)); - return log(sa_prime * exp(pgaMean) / pga_prime); - } - - private static double calcMeanBase(Coefficients c, TectonicSetting tect, - SourceType type, GmmInput in) { - - double lnSA_AB = (tect == ACTIVE_CRUST || tect == VOLCANIC) - ? calcCrustal(c, tect, in) : calcSubduction(c, type, in); - - double lnSA_CD = calcSiteTerm(c, in.vs30, lnSA_AB); - - return lnSA_AB + lnSA_CD; - } - - private static double calcCrustal(Coefficients c, TectonicSetting tect, - GmmInput in) { - - double Mw = in.Mw; - double rRup = in.rRup; - - double rVol = (tect == VOLCANIC) ? rRup : 0.0; - - FaultStyle style = rakeToFaultStyle(in.rake); - double faultTerm = (style == REVERSE) ? c.c33as : (style == REVERSE_OBLIQUE) - ? c.c33as * 0.5 : (style == NORMAL) ? C32 : 0.0; - - return c.c1 + - C4AS * (Mw - 6.0) + - c.c3as * (8.5 - Mw) * (8.5 - Mw) + - c.c5 * rRup + - (c.c8 + C6AS * (Mw - 6.0)) * log(sqrt(rRup * rRup + c.c10as * c.c10as)) + - c.c46 * rVol + faultTerm; - } - - private static double calcSubduction(Coefficients c, SourceType type, - GmmInput in) { - - double Mw = in.Mw; - double magTerm = 10 - Mw; - - double subTerm = (type == SourceType.INTERFACE) ? c.c24 : 0.0; - - return c.c11 + - (C12Y + (c.c15 - c.c17) * C19Y) * (Mw - 6) + - c.c13y * magTerm * magTerm * magTerm + - c.c17 * log(in.rRup + C18Y * exp(C19Y * Mw)) + - c.c20 * in.zHyp + subTerm; - - // NOTE: tectonic setting terms from publication: - // c.c24 * SI + c.c46 * rVol * (1 - DS); - // - // volcanic sources will always be fed to calcCrustal so rVol will - // alwyas be 0.0 here; only interface (or not) matters. - } - - private static double calcSiteTerm(Coefficients c, double vs30, - double lnSA_AB) { - SiteClass siteClass = SiteClass.fromVs30(vs30); - checkState(siteClass != SiteClass.E); - return (siteClass == SiteClass.C) ? c.c29 - : (siteClass == SiteClass.D) ? c.c30as * log(exp(lnSA_AB) + 0.03) + c.c43 : 0.0; - } - - private double calcStdDev(Coefficients c, double Mw) { - double sigma = c.σ6 + - ((Mw >= 7.0) ? c.σSlope : (Mw <= 5.0) ? -c.σSlope : c.σSlope * (Mw - 6.0)); - return sqrt(sigma * sigma + c.τ * c.τ); - } - - // @formatter:on - - /* - * New Zealand site classes; these do not stricly correspond to ranges of vs30 - * values - */ - private static enum SiteClass { - A(1500.0), - B(360.0), - C(250.0), - D(150.0), - E(0.0); - - private double min; - - private SiteClass(double min) { - this.min = min; - } - - static SiteClass fromVs30(double vs30) { - checkArgument(vs30 > 0.0); - for (SiteClass siteClass : values()) { - if (vs30 > siteClass.min) { - return siteClass; - } - } - throw new IllegalStateException("Shouldn't be here"); - } - } - - private static FaultStyle rakeToFaultStyle(double rake) { - if ((rake > 33 && rake <= 56) || (rake >= 124 && rake < 147)) { - return REVERSE_OBLIQUE; - } else if (rake > 56 && rake < 124) { - return REVERSE; - } else if (rake > -147 && rake < -33) { - return NORMAL; - } else { - // rake <= -147 || rake >= 147 - // rake <= 33 && rake >= -33 - return STRIKE_SLIP; - } - } - - static final class Crustal extends McVerryEtAl_2000 { - final static String NAME = McVerryEtAl_2000.NAME + " : Crustal"; - - Crustal(Imt imt) { - super(imt); - } - - @Override - boolean isGeomean() { - return false; - } - - @Override - TectonicSetting tectonicSetting() { - return TectonicSetting.ACTIVE_CRUST; - } - - @Override - SourceType sourceType() { - // irrelevant to implementation - return SourceType.FAULT; - } - } - - static final class Volcanic extends McVerryEtAl_2000 { - final static String NAME = McVerryEtAl_2000.NAME + " : Volcanic"; - - Volcanic(Imt imt) { - super(imt); - } - - @Override - boolean isGeomean() { - return false; - } - - @Override - TectonicSetting tectonicSetting() { - return TectonicSetting.VOLCANIC; - } - - @Override - SourceType sourceType() { - // irrelevant to implementation - return SourceType.GRID; - } - } - - static final class Interface extends McVerryEtAl_2000 { - final static String NAME = McVerryEtAl_2000.NAME + " : Interface"; - - Interface(Imt imt) { - super(imt); - } - - @Override - boolean isGeomean() { - return false; - } - - @Override - TectonicSetting tectonicSetting() { - return TectonicSetting.SUBDUCTION; - } - - @Override - SourceType sourceType() { - return SourceType.INTERFACE; - } - } - - static final class Slab extends McVerryEtAl_2000 { - final static String NAME = McVerryEtAl_2000.NAME + " : Slab"; - - Slab(Imt imt) { - super(imt); - } - - @Override - boolean isGeomean() { - return false; - } - - @Override - TectonicSetting tectonicSetting() { - return TectonicSetting.SUBDUCTION; - } - - @Override - SourceType sourceType() { - return SourceType.SLAB; - } - } -} diff --git a/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2006.java b/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2006.java index 51b8d595b8ede8076f3fda66e89fad1508870532..b46893692d060e49b93987d379221687476dfd19 100644 --- a/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2006.java +++ b/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2006.java @@ -31,9 +31,7 @@ import com.google.common.collect.Range; import com.google.common.collect.Sets; import gov.usgs.earthquake.nshmp.Earthquakes; -import gov.usgs.earthquake.nshmp.data.Interpolator; import gov.usgs.earthquake.nshmp.gmm.GmmInput.Constraints; -import gov.usgs.earthquake.nshmp.gmm.ZhaoEtAl_2016.SiteClass; import gov.usgs.earthquake.nshmp.tree.LogicTree; /** @@ -286,36 +284,6 @@ public abstract class ZhaoEtAl_2006 implements GroundMotionModel { : c.C3; } - private static final double siteTermSmooth(Coefficients c, double vs30) { - Range<SiteClass> siteRange = ZhaoEtAl_2016.siteRange(vs30); - SiteClass lower = siteRange.upperEndpoint(); - SiteClass upper = siteRange.lowerEndpoint(); - if (lower == upper) { - return siteCoeff(c, lower); - } - double fsLower = siteCoeff(c, lower); - double fsUpper = siteCoeff(c, upper); - return Interpolator.findY( - lower.vs30, fsLower, - upper.vs30, fsUpper, - vs30); - } - - private static double siteCoeff(Coefficients c, SiteClass siteClass) { - switch (siteClass) { - case I: - return c.C1; - case II: - return c.C2; - case III: - return c.C3; - case IV: - return c.C4; - default: - throw new IllegalStateException(); - } - } - /* * Developer note: In most GMMs, subtype constructors, if present, need only * the IMT argument to initialize their parent. To support several diff --git a/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2016.java b/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2016.java deleted file mode 100644 index 0a1caacaf69aaead92c01b3be4d2d8b4dfffbb98..0000000000000000000000000000000000000000 --- a/src/main/java/gov/usgs/earthquake/nshmp/gmm/ZhaoEtAl_2016.java +++ /dev/null @@ -1,704 +0,0 @@ -package gov.usgs.earthquake.nshmp.gmm; - -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.NORMAL; -import static gov.usgs.earthquake.nshmp.gmm.FaultStyle.REVERSE; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.MW; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.RRUP; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.VS30; -import static gov.usgs.earthquake.nshmp.gmm.GmmInput.Field.ZTOR; -import static java.lang.Math.exp; -import static java.lang.Math.log; -import static java.lang.Math.min; -import static java.lang.Math.sqrt; - -import java.util.Map; - -import com.google.common.annotations.Beta; -import com.google.common.collect.ImmutableMap; -import com.google.common.collect.Maps; -import com.google.common.collect.Range; - -import gov.usgs.earthquake.nshmp.Earthquakes; -import gov.usgs.earthquake.nshmp.data.Interpolator; -import gov.usgs.earthquake.nshmp.gmm.GmmInput.Constraints; -import gov.usgs.earthquake.nshmp.tree.LogicTree; - -/** - * Abstract implementation of the shallow crustal, upper mantle, subduction - * interface, and subduction slab ground motion models by Zhao et al. (2016). - * - * <p><b>Implementation notes:</b><ul> - * - * <li>All models supply site-class specific sigma, however, only the total - * sigma is used here as reported in the various coefficient tables.</li> - * - * <li>All models currently ignore volcanic path terms.</li> - * - * <li>The interface model handles shallow, {@code zHyp ≤ 25 km}, and deep, - * {@code zHyp > 25 km}, events differently.</li> - * - * <li>THe site amplification term is handled via interpolation of terms - * computed for discrete Vs30 values that correspond to the Zhao site classes: - * I, II, III, and IV.</li> - * - * </ul> - * - * <p><b>References:</b><ul> - * - * <li>Zhao, J.X., Liang, X., Jiang, F., Xing, H., Zhu, M., Hou, R., Zhang, Y., - * Lan, X., Rhoades, D.A., Irikura, K., Fukushima, Y., and Somerville, P.G., - * 2016, Ground-motion prediction equations for subduction interface earthquakes - * in Japan using site class and simple geometric attenuation functions: - * Bulletin of the Seismological Society of America, v. 106, p. - * 1518-1534.<b>doi:</b> <a href="http://dx.doi.org/10.1785/0120150034"> - * 10.1785/0120150034</a></li> - * - * <li>Zhao, J.X., Jiang, F., Shi, P., Xing, H., Huang, H., Hou, R., Zhang, Y., - * Yu, P., Lan, X., Rhoades, D.A., Somerville, P.G., Irikura, K., and Fukushima, - * Y., 2016, Ground-motion prediction equations for subduction slab earthquakes - * in Japan using site class and simple geometric attenuation functions: - * Bulletin of the Seismological Society of America, v. 106, p. - * 1535-1551.<b>doi:</b> <a href="http://dx.doi.org/10.1785/0120150056"> - * 10.1785/0120150056</a></li> - * - * <li>Zhao, J.X., Zhou, S.L., Gao, P.J., Zhang, Y.B., Zhou, J., Lu, M., and - * Rhoades, D.A., 2016, Ground-motion prediction equations for shallow crustal - * and upper mantle earthquakes in Japan using site class and simple geometric - * attenuation functions: Bulletin of the Seismological Society of America, v. - * 106, p. 1552-1569.<b>doi:</b> <a href="http://dx.doi.org/10.1785/0120150063"> - * 10.1785/0120150063</a></li> - * - * </ul> - * - * <p><b>Component:</b> geometric mean of two randomly oriented horizontal - * components - * - * @author U.S. Geological Survey - * @see Gmm#ZHAO_16_SHALLOW_CRUST - * @see Gmm#ZHAO_16_UPPER_MANTLE - * @see Gmm#ZHAO_16_INTERFACE - * @see Gmm#ZHAO_16_SLAB - */ -@Beta -public abstract class ZhaoEtAl_2016 implements GroundMotionModel { - - /* - * Implementation notes: - * - * Site amplification terms shared by all models, Table 3, Zhao, Zhou et al. - * (2016) stored in Zhao16_siteamp.csv. The 'rock-site factor' (AmSCI) was - * removed from this table because the values were independently smoothed in - * the interface model; AmSCI is included as a coefficient with the values in - * the curstal and slab tables being the same. - * - * See notes in nonlinCrossover(). - */ - - static final String NAME = "Zhao et al. (2016)"; - - static final Constraints CONSTRAINTS = Constraints.builder() - .set(MW, Range.closed(5.0, 9.5)) - .set(RRUP, Range.closed(0.0, 1000.0)) - .set(ZTOR, Earthquakes.SLAB_DEPTH_RANGE) - .set(VS30, Range.closed(150.0, 1000.0)) - .build(); - - static final CoefficientContainer COEFFS_CRUST = new CoefficientContainer("Zhao16_crust.csv"); - static final CoefficientContainer COEFFS_INTER = new CoefficientContainer("Zhao16_interface.csv"); - static final CoefficientContainer COEFFS_SLAB = new CoefficientContainer("Zhao16_slab.csv"); - static final CoefficientContainer SITE_AMP = new CoefficientContainer("Zhao16_siteamp.csv"); - - private final SiteAmp siteAmp; - - private static final double MC = 7.1; - private static final double X_0_CR = 2.0; - private static final double X_0_INT = 10.0; - - ZhaoEtAl_2016(Imt imt) { - siteAmp = new SiteAmp(imt, SITE_AMP); - } - - /* - * Compute the natural-log "hard-rock" ground motion. This is the basic ground - * motion model without the site term, ln(A). - */ - abstract double saRock(GmmInput in); - - /* - * The elastic site amplification ratio, aNmax, is unique to each site class - * and model. The interface model has depth dependent values; zTor is ignored - * by other implementations. - */ - abstract double elasticSiteAmpRatio(SiteClass siteClass, double zTor); - - /* - * Model and site-class dependent nonlinear soil site smoothing factor. - */ - abstract double smoothingFactor(SiteClass siteClass); - - abstract double sigma(); - - @Override - public LogicTree<GroundMotion> calc(GmmInput in) { - double lnSaRock = saRock(in); - double siteTerm = siteTerm(in, exp(lnSaRock)); - return GroundMotions.createTree( - lnSaRock + siteTerm, - sigma()); - } - - private double siteTerm(GmmInput in, double saRock) { - Range<SiteClass> siteRange = siteRange(in.vs30); - /* - * Reverse range values here because lower site classes correspond to higher - * Vs30 values. - */ - SiteClass lower = siteRange.upperEndpoint(); - SiteClass upper = siteRange.lowerEndpoint(); - if (lower == upper) { - return siteTerm(lower, in.zTor, saRock); - } - double fsLower = siteTerm(lower, in.zTor, saRock); - double fsUpper = siteTerm(upper, in.zTor, saRock); - return Interpolator.findY( - lower.vs30, fsLower, - upper.vs30, fsUpper, - in.vs30); - } - - private double siteTerm(SiteClass siteClass, double zTor, double saRock) { - double aNmax = elasticSiteAmpRatio(siteClass, zTor); - double aMax = siteAmp.aMax.get(siteClass); - double sRC = siteAmp.sRc.get(siteClass); - double Imf = siteClass.impedance; - double fSR = smoothingFactor(siteClass); - return siteTerm(aNmax, aMax, sRC, Imf, fSR, saRock); - } - - /* - * Zhao, Zhou, et al. (2016) - */ - static final class ShallowCrust extends ZhaoEtAl_2016 { - - static final String NAME = ZhaoEtAl_2016.NAME + " : Shallow Crust"; - - /* Tables 4, 5, 6 */ - static final class Coefficients { - - final double c1, c2, c, d, fN, b, g, gL, gN, e, γ, σ; - - /* Site amplification */ - final double AmSCI, s2, s3, s4; - final Map<SiteClass, Double> fsr; - - /* Unused or constant: FumRV, FumNS, gum, eum, evcr, sigma, tau */ - - Coefficients(Imt imt, CoefficientContainer cc) { - - Map<String, Double> coeffs = cc.get(imt); - c1 = coeffs.get("c1"); - c2 = coeffs.get("c2"); - c = coeffs.get("ccr"); - d = coeffs.get("dcr"); - fN = coeffs.get("FcrN"); - b = coeffs.get("bcr"); - g = coeffs.get("gcr"); - gL = coeffs.get("gcrL"); - gN = coeffs.get("gcrN"); - e = coeffs.get("ecr"); - γ = coeffs.get("gamma"); - σ = coeffs.get("sigmaT"); - - AmSCI = coeffs.get("AmSCI"); - s2 = coeffs.get("S2"); - s3 = coeffs.get("S3"); - s4 = coeffs.get("S4"); - - fsr = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("FsrCrI"), - SiteClass.II, coeffs.get("FsrCrII"), - SiteClass.III, coeffs.get("FsrCrIII"), - SiteClass.IV, coeffs.get("FsrCrIV"))); - } - } - - private final Coefficients c; - private final Map<SiteClass, Double> aNmax; - - ShallowCrust(Imt imt) { - super(imt); - c = new Coefficients(imt, COEFFS_CRUST); - aNmax = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, c.AmSCI, - SiteClass.II, c.AmSCI * exp(c.s2), - SiteClass.III, c.AmSCI * exp(c.s3), - SiteClass.IV, c.AmSCI * exp(c.s4))); - } - - @Override - final double saRock(GmmInput in) { - - FaultStyle style = GmmUtils.rakeToFaultStyle_NSHMP(in.rake); - double Mw = in.Mw; - double rRup = in.rRup; - - /* Source term; equation 1 */ - double mTerm = (Mw > MC) ? c.c * MC + c.d * (Mw - MC) : c.c * Mw; - double fm = c.b * in.zTor + mTerm + (style == NORMAL ? c.fN : 0.0); - - /* Geometric spreading distance; equation 4 */ - double r = X_0_CR + rRup + exp(c.c1 + c.c2 * min(Mw, MC)); - - /* Geometric attenuation terms; equations 3, 6 */ - double fg = c.g * log(r) + - c.gL * log(in.rRup + 200.0) + - c.gN * log(min(rRup, 30.0) + exp(c.c1 + 6.5 * c.c2)); - - /* Anelastic attenuation term; volcanic ignored (eV * rRup) */ - double fe = c.e * in.rRup; - - return fm + fg + fe + c.γ; - } - - @Override - final double elasticSiteAmpRatio(SiteClass siteClass, double zTor) { - return aNmax.get(siteClass); - } - - @Override - double smoothingFactor(SiteClass siteClass) { - return c.fsr.get(siteClass); - } - - @Override - final double sigma() { - return c.σ; - } - } - - /* - * Zhao, Zhou, et al. (2016) - */ - static final class UpperMantle extends ZhaoEtAl_2016 { - - static final String NAME = ZhaoEtAl_2016.NAME + " : Upper Mantle"; - - /* Tables 4, 5, 6 */ - static final class Coefficients { - - final double c1, c2, c, d, fRV, fNS, g, gL, gN, e, γ, σ; - - /* Site amplification */ - final double AmSCI, s2, s3, s4; - final Map<SiteClass, Double> fsr; - - /* Unused or constant: FcrN, bcr, gcr, ecr, evcr, sigma, tau */ - - Coefficients(Imt imt, CoefficientContainer cc) { - - Map<String, Double> coeffs = cc.get(imt); - c1 = coeffs.get("c1"); - c2 = coeffs.get("c2"); - c = coeffs.get("ccr"); - d = coeffs.get("dcr"); - fRV = coeffs.get("FumRV"); - fNS = coeffs.get("FumNS"); - g = coeffs.get("gum"); - gL = coeffs.get("gcrL"); - gN = coeffs.get("gcrN"); - e = coeffs.get("eum"); - γ = coeffs.get("gamma"); - σ = coeffs.get("sigmaT"); - - AmSCI = coeffs.get("AmSCI"); - s2 = coeffs.get("S2"); - s3 = coeffs.get("S3"); - s4 = coeffs.get("S4"); - - fsr = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("FsrUmI"), - SiteClass.II, coeffs.get("FsrUmII"), - SiteClass.III, coeffs.get("FsrUmIII"), - SiteClass.IV, coeffs.get("FsrUmIV"))); - } - } - - private final Coefficients c; - private final Map<SiteClass, Double> aNmax; - - UpperMantle(Imt imt) { - super(imt); - c = new Coefficients(imt, COEFFS_CRUST); - aNmax = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, c.AmSCI, - SiteClass.II, c.AmSCI * exp(c.s2), - SiteClass.III, c.AmSCI * exp(c.s3), - SiteClass.IV, c.AmSCI * exp(c.s4))); - } - - @Override - final double saRock(GmmInput in) { - - FaultStyle style = GmmUtils.rakeToFaultStyle_NSHMP(in.rake); - double Mw = in.Mw; - double rRup = in.rRup; - - /* Source term; equation 2 */ - double mTerm = (Mw > MC) ? c.c * MC + c.d * (Mw - MC) : c.c * Mw; - double fm = mTerm + (style == REVERSE ? c.fRV : c.fNS); - - /* Geometric spreading distance; equation 4 */ - double r = X_0_CR + rRup + exp(c.c1 + c.c2 * min(Mw, MC)); - - /* Geometric attenuation terms; equations 6, 7 */ - double fg = c.g * log(r) + - c.gL * log(in.rRup + 200.0) + - c.gN * log(min(rRup, 30.0) + exp(c.c1 + 6.5 * c.c2)); - - /* Anelastic attenuation term; volcanic ignored (eV * rRup) */ - double fe = c.e * in.rRup; - - return fm + fg + fe + c.γ; - } - - @Override - final double elasticSiteAmpRatio(SiteClass siteClass, double zTor) { - return aNmax.get(siteClass); - } - - @Override - double smoothingFactor(SiteClass siteClass) { - return c.fsr.get(siteClass); - } - - @Override - final double sigma() { - return c.σ; - } - } - - /* - * Zhao, Liang, et al. (2016) - * - * Notes: use x_ij = rRup iff fault plane known, otherwise rHyp - */ - static final class Interface extends ZhaoEtAl_2016 { - - static final String NAME = ZhaoEtAl_2016.NAME + " : Interface"; - - private static final double C2 = 1.151; - - /* Tables 2, 3, 4, 5 */ - static final class Coefficients { - - final double c1, cD, cS, d, γS, b, g, gDL, gSL, eS, γ, σ; - - /* Site amplification */ - final double AmSCI, s2, s3, s4, s5, s6, s7; - final Map<SiteClass, Double> fsr; - - /* Unused or constant: c2, eV, sigma, tau */ - - Coefficients(Imt imt, CoefficientContainer cc) { - - Map<String, Double> coeffs = cc.get(imt); - c1 = coeffs.get("c1"); - cD = coeffs.get("cD"); - cS = coeffs.get("cS"); - d = coeffs.get("d"); - γS = coeffs.get("gammaS"); - b = coeffs.get("b"); - g = coeffs.get("g"); - gDL = coeffs.get("gDL"); - gSL = coeffs.get("gSL"); - eS = coeffs.get("eS"); - γ = coeffs.get("gamma"); - σ = coeffs.get("sigmaT"); - - AmSCI = coeffs.get("AmSCI"); - s2 = coeffs.get("S2"); - s3 = coeffs.get("S3"); - s4 = coeffs.get("S4"); - s5 = coeffs.get("S5"); - s6 = coeffs.get("S6"); - s7 = coeffs.get("S7"); - - fsr = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("FsrI"), - SiteClass.II, coeffs.get("FsrII"), - SiteClass.III, coeffs.get("FsrIII"), - SiteClass.IV, coeffs.get("FsrIV"))); - } - } - - private final Coefficients c; - private final Map<SiteClass, Double> aNmax_shallow; - private final Map<SiteClass, Double> aNmax_deep; - - Interface(Imt imt) { - super(imt); - c = new Coefficients(imt, COEFFS_INTER); - aNmax_shallow = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, c.AmSCI, - SiteClass.II, c.AmSCI * exp(c.s2), - SiteClass.III, c.AmSCI * exp(c.s3), - SiteClass.IV, c.AmSCI * exp(c.s4))); - aNmax_deep = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, c.AmSCI, - SiteClass.II, c.AmSCI * exp(c.s5), - SiteClass.III, c.AmSCI * exp(c.s6), - SiteClass.IV, c.AmSCI * exp(c.s7))); - } - - @Override - final double saRock(GmmInput in) { - - double Mw = in.Mw; - double rRup = in.rRup; - boolean deep = in.zHyp > 25.0; - - /* Source term; equations 1, 2 */ - double cDepth = deep ? c.cD : c.cS; - double mTerm = (Mw > MC) ? cDepth * MC + c.d * (Mw - MC) : cDepth * Mw; - double fm = c.b * in.zTor + c.γS + mTerm; - - /* Geometric spreading distance; equation 4 */ - double r = X_0_INT + rRup + exp(c.c1 + C2 * min(Mw, MC)); - - /* Geometric attenuation terms; equations 3a, 6 */ - double fg = c.g * log(r) + (deep ? c.gDL : c.gSL) * log(rRup + 200.0); - - /* Anelastic attenuation (shallow only); volcanic ignored (eV * rV) */ - double fe = deep ? 0.0 : c.eS * rRup; - - return fm + fg + fe + c.γ; - } - - @Override - final double elasticSiteAmpRatio(SiteClass siteClass, double zTor) { - return (zTor > 25.0 ? aNmax_deep : aNmax_shallow).get(siteClass); - } - - @Override - double smoothingFactor(SiteClass siteClass) { - return c.fsr.get(siteClass); - } - - @Override - final double sigma() { - return c.σ; - } - } - - /* - * Zhao, Jiang, et al. (2016) - */ - static final class Slab extends ZhaoEtAl_2016 { - - static final String NAME = ZhaoEtAl_2016.NAME + " : Slab"; - - private static final double MSC = 6.3; - private static final double ΔMC = MC - MSC; - private static final double ΔMCSQ = ΔMC * ΔMC; - private static final double C2 = 1.151; - - /* Tables 4, 5, 6, 7 */ - static final class Coefficients { - - final double c1, csl1, csl2, d, b, g, gL, e, eH, γ, σ; - - /* Site amplification */ - final double AmSCI, s2, s3, s4; - final Map<SiteClass, Double> fsr; - - /* Unused or constant: c2, eV, sigma, tau */ - - Coefficients(Imt imt, CoefficientContainer cc) { - - Map<String, Double> coeffs = cc.get(imt); - c1 = coeffs.get("c1"); - csl1 = coeffs.get("cSL1"); - csl2 = coeffs.get("cSL2"); - d = coeffs.get("d"); - b = coeffs.get("b"); - g = coeffs.get("g"); - gL = coeffs.get("gL"); - e = coeffs.get("e"); - eH = coeffs.get("eH"); - γ = coeffs.get("gamma"); - σ = coeffs.get("sigmaT"); - - AmSCI = coeffs.get("AmSCI"); - s2 = coeffs.get("S2"); - s3 = coeffs.get("S3"); - s4 = coeffs.get("S4"); - - fsr = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("FsrI"), - SiteClass.II, coeffs.get("FsrII"), - SiteClass.III, coeffs.get("FsrIII"), - SiteClass.IV, coeffs.get("FsrIV"))); - } - } - - private final Coefficients c; - private final Map<SiteClass, Double> aNmax; - - Slab(Imt imt) { - super(imt); - c = new Coefficients(imt, COEFFS_SLAB); - aNmax = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, c.AmSCI, - SiteClass.II, c.AmSCI * exp(c.s2), - SiteClass.III, c.AmSCI * exp(c.s3), - SiteClass.IV, c.AmSCI * exp(c.s4))); - } - - @Override - final double saRock(GmmInput in) { - - double Mw = in.Mw; - double rRup = in.rRup; - double zTor = in.zTor; - - /* Source term; equation 1 */ - double fm = c.b * zTor; - if (Mw > MC) { - fm += c.csl1 * MC + c.csl2 * ΔMCSQ + c.d * (Mw - MC); - } else { - double Δmsc = Mw - MSC; - fm += c.csl1 * Mw + c.csl2 * Δmsc * Δmsc; - } - - /* Geometric spreading distance; equation 3 */ - double r = rRup + exp(c.c1 + C2 * min(Mw, MC)); - - /* Geometric attenuation terms; equation 2a */ - double fg = c.g * log(r) + c.gL * log(rRup + 200.0); - - /* Anelastic atten. term; volc. ignored (eV * rV) equations 2a, 5 */ - double fe = c.e * rRup + (zTor < 50.0 ? 0.0 : c.eH * (0.02 * zTor - 1.0)); - - return fm + fg + fe + c.γ; - } - - @Override - final double elasticSiteAmpRatio(SiteClass siteClass, double zTor) { - return aNmax.get(siteClass); - } - - @Override - double smoothingFactor(SiteClass siteClass) { - return c.fsr.get(siteClass); - } - - @Override - final double sigma() { - return c.σ; - } - } - - static class SiteAmp { - - final Map<SiteClass, Double> aMax; - final Map<SiteClass, Double> sRc; - - SiteAmp(Imt imt, CoefficientContainer cc) { - Map<String, Double> coeffs = cc.get(imt); - - aMax = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("AmaxI"), - SiteClass.II, coeffs.get("AmaxII"), - SiteClass.III, coeffs.get("AmaxIII"), - SiteClass.IV, coeffs.get("AmaxIV"))); - - sRc = Maps.immutableEnumMap(ImmutableMap.of( - SiteClass.I, coeffs.get("SrcI"), - SiteClass.II, coeffs.get("SrcII"), - SiteClass.III, coeffs.get("SrcIII"), - SiteClass.IV, coeffs.get("SrcIV"))); - } - } - - static double siteTerm( - double aNmax, - double aMax, - double sRC, - double Imf, - double fSR, - double saRock) { - - double sReff = saRock * Imf; - double sReffC = sRC * Imf; - double sNC = nonlinCrossover(aNmax, aMax, sReffC); - double sMR = sReff * fSR * sNC / sReffC; - return nonlinAmpRatio(aNmax, aMax, sMR, sReffC); - } - - private static double nonlinAmpRatio(double aNmax, double aMax, double sMR, double sReffC) { - return log(aNmax) - log(aMax) * lnSqββ(sMR) / lnSqββ(sReffC); - } - - private static double lnSqβ(double x) { - return log(x * x + β); - } - - private static double lnSqββ(double x) { - return lnSqβ(x) - lnβ; - } - - /* α = 2.0 exponent is handled via in-place multiplication */ - private static final double β = 0.6; - private static final double lnβ = log(β); - - /* Identical in all models. */ - private static double nonlinCrossover(double aNmax, double aMax, double sReffC) { - /* Zhao, Ziang, et al. (2016); slab; equation 14. */ - double sF = aNmax / aMax; - double t = exp((log(aNmax) * log(sReffC * sReffC + β) - log(sF) * lnβ) / log(aMax)); - /* - * For some short periods, exp(t) - β < 0 ==> NaN. These are cases where - * aNmax and aMax are below 1.25, which are circumstances Zhao has special - * cased to use approximate functional forms defined in Xhao, Hu et al. - * (2015), but these are difficult to follow (e.g. θ can be any - * "arbitrarily large" number). Zhao, Hu et al. also state that for Table 5, - * those periods not listed for each site class do not require nonlinear - * site terms, but this listing is inconsistent with the fSR tables in each - * implementation. - * - * For now, we are preventing the expression below from falling below 0, - * which almost certainly incorrect. - */ - return (t < β) ? 0.0 : sqrt(t - β); - } - - static Range<SiteClass> siteRange(double vs30) { - if (vs30 >= SiteClass.I.vs30) { - return Range.singleton(SiteClass.I); - } else if (vs30 >= SiteClass.II.vs30) { - return Range.closedOpen(SiteClass.I, SiteClass.II); - } else if (vs30 >= SiteClass.III.vs30) { - return Range.closedOpen(SiteClass.II, SiteClass.III); - } else if (vs30 >= SiteClass.IV.vs30) { - return Range.closedOpen(SiteClass.III, SiteClass.IV); - } else { - return Range.singleton(SiteClass.IV); - } - } - - static enum SiteClass { - I(760.0, 0.91), - II(450.0, 1.023), - III(250.0, 1.034), - IV(150.0, 0.737); - - final double vs30; - final double impedance; - - private SiteClass(double vs30, double impedance) { - this.vs30 = vs30; - this.impedance = impedance; - } - } - -} diff --git a/src/main/resources/gmm/coeffs/McVerry00_gm.csv b/src/main/resources/gmm/coeffs/McVerry00_gm.csv deleted file mode 100644 index 19d7bb703e9b74c669f07a0ae208d379ab060d80..0000000000000000000000000000000000000000 --- a/src/main/resources/gmm/coeffs/McVerry00_gm.csv +++ /dev/null @@ -1,13 +0,0 @@ -T,c1,c3as,c5,c8,c10as,c11,c13y,c15,c17,c20,c24,c29,c30as,c33as,c43,c46,sigma6,sigSlope,tau -PGA,0.14274,0,-0.00989,-0.68744,5.6,8.57343,0,-2.552,-2.56592,0.01545,-0.49963,0.27315,-0.23,0.26,-0.33716,-0.03255,0.4871,-0.1011,0.2677 -0.075,1.2205,0.03,-0.00914,-0.93059,5.58,8.69303,0,-2.707,-2.55903,0.01821,-0.52504,0.27879,-0.28,0.26,-0.49068,-0.03441,0.5297,-0.0703,0.3139 -0.1,1.53365,0.028,-0.00903,-0.96506,5.5,9.304,-0.0011,-2.655,-2.61372,0.01737,-0.61452,0.28619,-0.28,0.26,-0.46604,-0.03594,0.5401,-0.0292,0.3017 -0.2,1.22565,-0.0138,-0.00975,-0.75855,5.1,10.4163,-0.0027,-2.528,-2.70038,0.01531,-0.65966,0.34064,-0.245,0.26,-0.31282,-0.03823,0.5599,0.0172,0.2583 -0.3,0.21124,-0.036,-0.01032,-0.524,4.8,9.21783,-0.0036,-2.454,-2.47356,0.01304,-0.56604,0.53213,-0.195,0.198,-0.07565,-0.03535,0.5456,-0.0566,0.1967 -0.4,-0.10541,-0.0518,-0.00941,-0.50802,4.52,8.0115,-0.0043,-2.401,-2.30457,0.01426,-0.33169,0.63272,-0.16,0.154,0.17615,-0.03354,0.5556,-0.1064,0.1802 -0.5,-0.1426,-0.0635,-0.00878,-0.52214,4.3,7.87495,-0.0048,-2.36,-2.31991,0.01277,-0.24374,0.58809,-0.121,0.119,0.34775,-0.03211,0.5658,-0.1123,0.144 -0.75,-0.65968,-0.0862,-0.00802,-0.47264,3.9,7.26785,-0.0057,-2.286,-2.2846,0.01055,-0.01583,0.50708,-0.05,0.057,0.7238,-0.02857,0.5611,-0.0836,0.1871 -1,-0.51404,-0.102,-0.00647,-0.58672,3.7,6.98741,-0.0064,-2.234,-2.28256,0.00927,0.02009,0.33002,0,0.013,0.89239,-0.025,0.5573,-0.062,0.2073 -1.5,-0.95399,-0.12,-0.00713,-0.49268,3.55,6.77543,-0.0073,-2.16,-2.27895,0.00748,-0.07051,0.07445,0.04,-0.049,0.77743,-0.02008,0.5419,0.0385,0.2405 -2,-1.24167,-0.12,-0.00713,-0.49268,3.55,6.48775,-0.0073,-2.16,-2.27895,0.00748,-0.07051,0.07445,0.04,-0.049,0.77743,-0.02008,0.5419,0.0385,0.2405 -3,-1.5657,-0.1726,-0.00623,-0.52257,3.5,5.05424,-0.0089,-2.033,-2.0556,-0.00273,-0.23967,0.09869,0.04,-0.156,0.60938,-0.01587,0.5809,0.1403,0.2053 diff --git a/src/main/resources/gmm/coeffs/McVerry00_mh.csv b/src/main/resources/gmm/coeffs/McVerry00_mh.csv deleted file mode 100644 index 01a46c6f4749cecdd2a9ddd52b5b1c52bc92fef3..0000000000000000000000000000000000000000 --- a/src/main/resources/gmm/coeffs/McVerry00_mh.csv +++ /dev/null @@ -1,13 +0,0 @@ -T,c1,c3as,c5,c8,c10as,c11,c13y,c15,c17,c20,c24,c29,c30as,c33as,c43,c46,sigma6,sigSlope,tau -PGA,0.28815,0,-0.00967,-0.70494,5.6,8.68354,0,-2.552,-2.56727,0.0155,-0.50962,0.30206,-0.23,0.26,-0.31769,-0.03279,0.4865,-0.1261,0.2687 -0.075,1.36561,0.03,-0.00889,-0.94568,5.58,8.68782,0,-2.707,-2.54215,0.0185,-0.48652,0.31139,-0.28,0.26,-0.43866,-0.03452,0.5281,-0.097,0.3217 -0.1,1.77717,0.028,-0.00837,-1.01852,5.5,9.37929,-0.0011,-2.655,-2.60945,0.0174,-0.61973,0.34059,-0.28,0.26,-0.43854,-0.03595,0.5398,-0.0673,0.3088 -0.2,1.39535,-0.0138,-0.0094,-0.78199,5.1,10.61479,-0.0027,-2.528,-2.70851,0.01542,-0.67672,0.37235,-0.245,0.26,-0.29906,-0.03853,0.5703,-0.0243,0.2726 -0.3,0.44591,-0.036,-0.00987,-0.56098,4.8,9.40776,-0.0036,-2.454,-2.47668,0.01278,-0.59339,0.56648,-0.195,0.198,-0.05184,-0.03604,0.5505,-0.0861,0.2112 -0.4,0.01645,-0.0518,-0.00923,-0.51281,4.52,8.50343,-0.0043,-2.401,-2.36895,0.01426,-0.30579,0.69911,-0.16,0.154,0.20301,-0.03364,0.5627,-0.1405,0.2005 -0.5,0.14826,-0.0635,-0.00823,-0.56716,4.3,8.46463,-0.0048,-2.36,-2.4063,0.01287,-0.24839,0.63188,-0.121,0.119,0.37026,-0.0326,0.568,-0.1444,0.1476 -0.75,-0.21246,-0.0862,-0.00738,-0.55384,3.9,7.30176,-0.0057,-2.286,-2.26512,0.0108,-0.01298,0.51577,-0.05,0.057,0.73517,-0.02877,0.5562,-0.0932,0.1794 -1,-0.10451,-0.102,-0.00588,-0.65892,3.7,7.08727,-0.0064,-2.234,-2.27668,0.00946,0.06672,0.34048,0,0.013,0.87764,-0.02561,0.5629,-0.0749,0.2053 -1.5,-0.48665,-0.12,-0.0063,-0.58222,3.55,6.93264,-0.0073,-2.16,-2.28347,0.00788,-0.02289,0.12468,0.04,-0.049,0.75438,-0.02034,0.5394,-0.0056,0.2411 -2,-0.77433,-0.12,-0.0063,-0.58222,3.55,6.64496,-0.0073,-2.16,-2.28347,0.00788,-0.02289,0.12468,0.04,-0.049,0.75438,-0.02034,0.5394,-0.0056,0.2411 -3,-1.30916,-0.1726,-0.00553,-0.57009,3.5,5.05488,-0.0089,-2.033,-2.0305,-0.00265,-0.20537,0.14593,0.04,-0.156,0.61545,-0.01673,0.5701,0.0934,0.2406 diff --git a/src/main/resources/gmm/coeffs/Zhao16_crust.csv b/src/main/resources/gmm/coeffs/Zhao16_crust.csv deleted file mode 100644 index 2c5cbe96cb446236644829e785cd9aea3d3a045f..0000000000000000000000000000000000000000 --- a/src/main/resources/gmm/coeffs/Zhao16_crust.csv +++ /dev/null @@ -1,38 +0,0 @@ -T,c1,c2,ccr,dcr,FcrN,FumRV,FumNS,bcr,gcr,gum,gcrN,gcrL,ecr,eum,evcr,gamma,sigma,tau,sigmaT,AmSCI,S2,S3,S4,FsrCrI,FsrCrII,FsrCrIII,FsrCrIV,FsrUmI,FsrUmII,FsrUmIII,FsrUmIV -PGA,-3.224,0.900,1.0731,0.200,0.3128,-0.2024,0.2519,0.00907,-1.2603,-1.0999,-0.4992,1.2656,-0.00794,-0.01083,-0.00628,-9.0872,0.556,0.391,0.680,1.381,0.2888,0.1221,0.2081,1.0,1.0,1.0,1.0,1.0,1.0,1.0,1.0 -0.01,-3.357,0.909,1.0785,0.200,0.3157,-0.2143,0.2585,0.00907,-1.2695,-1.1072,-0.4868,1.2415,-0.00772,-0.01058,-0.00629,-9.0521,0.556,0.390,0.679,1.228,0.2999,0.1032,0.2193,1.0,1.2,1.0,1.0,1.0,1.0,1.0,1.0 -0.02,-3.552,0.927,1.0725,0.200,0.3185,-0.2213,0.2607,0.00907,-1.2878,-1.1177,-0.4465,1.1989,-0.00756,-0.01051,-0.00634,-8.8578,0.555,0.396,0.682,1.087,0.2978,0.1111,0.2171,1.0,1.3,1.0,0.949,1.0,1.0,1.0,1.150 -0.03,-3.640,0.937,1.0574,0.200,0.3202,-0.2231,0.2603,0.00907,-1.2962,-1.1139,-0.4218,1.1865,-0.00788,-0.01101,-0.00647,-8.6279,0.553,0.408,0.687,1.042,0.2254,0.0897,0.1595,1.0,1.253,1.0,0.550,1.0,1.0,1.0,0.800 -0.04,-3.758,0.944,1.0357,0.200,0.3214,-0.2233,0.2589,0.00907,-1.2515,-1.0797,-0.3762,1.1421,-0.00863,-0.01149,-0.00681,-8.3982,0.558,0.438,0.710,1.035,0.1587,0.0404,0.0703,1.0,1.064,1.0,0.477,1.0,1.0,1.0,0.613 -0.05,-3.826,0.948,1.0058,0.200,0.3219,-0.2230,0.2576,0.00907,-1.1472,-0.9861,-0.4358,1.1414,-0.00988,-0.01229,-0.00710,-8.1531,0.564,0.460,0.728,1.047,0.0826,-0.0593,-0.0353,1.0,1.120,1.0,0.492,1.0,1.0,1.0,0.542 -0.06,-3.890,0.956,0.9841,0.200,0.3247,-0.2223,0.2561,0.00907,-1.0913,-0.9390,-0.4679,1.1575,-0.01075,-0.01274,-0.00724,-8.0033,0.577,0.481,0.751,1.071,0.0554,-0.1096,-0.0902,1.0,1.207,1.0,0.531,1.0,1.0,1.0,0.534 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a/src/main/resources/gmm/coeffs/Zhao16_slab.csv +++ /dev/null @@ -1,38 +0,0 @@ -T,c1,cSL1,cSL2,d,b,g,gL,eV,e,eH,gamma,sigma,tau,sigmaT,AmSCI,S2,S3,S4,FsrI,FsrII,FsrIII,FsrIV -PGA,-5.30119,1.44758,0.37625,0.42646,0.01826,-1.98471,1.12071,-0.01499,-0.00340,-0.00050,-9.880,0.587,0.457,0.744,1.381,0.2320,0.1437,0.1470,1.0,1.0,1.0,1.0 -0.01,-5.28844,1.45400,0.38099,0.42075,0.01826,-1.96360,1.03278,-0.01503,-0.00331,-0.00050,-9.513,0.587,0.458,0.745,1.228,0.2289,0.1398,0.1328,1.0,1.0,1.0,1.0 -0.02,-5.27568,1.46625,0.39101,0.40055,0.01826,-1.91839,0.94715,-0.01517,-0.00345,-0.00050,-9.266,0.587,0.465,0.749,1.087,0.2183,0.1260,0.1443,1.0,1.0,1.0,1.05 -0.03,-5.26822,1.49246,0.41976,0.36433,0.01826,-1.89271,0.93420,-0.01567,-0.00391,-0.00050,-9.332,0.588,0.480,0.759,1.042,0.1874,0.0616,0.0660,1.0,1.0,1.0,0.58 -0.04,-5.26293,1.50129,0.45746,0.32072,0.01826,-1.87260,0.97168,-0.01616,-0.00454,-0.00050,-9.508,0.599,0.521,0.794,1.035,0.1233,-0.0171,-0.0171,1.0,1.006,1.0,0.482 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