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  "Title": "Uncertainty Analysis in Dynamic Site and Slope Response",
  "Version": "1.3.0",
  "Authors@R": "person(given = \"Alejandro\",\nfamily = \"Verri Kozlowski\",\nemail = \"averri@fi.uba.ar\",\nrole = c(\"aut\", \"cre\", \"cph\"))",
  "Description": "Implements a four-stage pipeline for probabilistic seismic\nperformance analysis of slopes and embankments. The package\ntakes a uniform-hazard spectrum at multiple return periods as\ninput (any source) and produces: (1) synthetic soil profile\ngeneration and fundamental period estimation from USCS\nclassification via Ishihara's small-strain shear-modulus model\nand the inhomogeneous truncated shear-beam theory of Gazetas\nand Dakoulas; (2) nonlinear site amplification using the\nNGA-East ergodic site-response models (Stewart et al. (2020)\n<doi:10.1177/8755293019878185> and Hashash et al. (2020)\n<doi:10.1177/8755293019878193>, with the 2017 PEER-report\ngeneration retained as an option), with inter-period\ncorrelation via Baker & Jayaram (2008) <doi:10.1193/1.2857544>;\n(3) Monte Carlo ensemble of six empirical Newmark sliding-block\ndisplacement models (Ambraseys & Menu (1988)\n<doi:10.1002/eqe.4290160704>, Jibson (2007)\n<doi:10.1016/j.enggeo.2007.01.013>, Saygili & Rathje (2008)\n<doi:10.1061/(ASCE)1090-0241(2008)134:6(790)>, Bray &\nTravasarou (2007)\n<doi:10.1061/(ASCE)1090-0241(2007)133:4(381)>, Bray & Macedo\n(2017) <doi:10.1016/j.soildyn.2017.05.024>, and the Bray and\nMacedo shallow-crustal update) with coherent correlated draws;\n(4) log-log inversion to the performance-based seismic\ncoefficient kmax at user-specified displacement targets. All\noutputs are 'data.table' objects.",
  "License": "MIT + file LICENSE",
  "Encoding": "UTF-8",
  "Language": "en-US",
  "LazyData": "true",
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  "Packaged": {
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  "Author": "Alejandro Verri Kozlowski [aut, cre, cph]",
  "Maintainer": "Alejandro Verri Kozlowski <averri@fi.uba.ar>",
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  "Repository": "https://averrik.r-universe.dev",
  "Date/Publication": "2026-07-16 14:00:24 UTC",
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    "buildQSpline",
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    "designUHS",
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    "Dn_BM19",
    "Dn_BT07",
    "Dn_JB07",
    "Dn_SR08",
    "F_ST17",
    "F_ST20",
    "fitDnCurve",
    "fitDnModel",
    "fitDnScenario",
    "fitDnScenarios",
    "fitKmaxScenario",
    "fitKmaxScenarios",
    "fitModel.Ts",
    "fitSaF",
    "fitSaFMixture",
    "geSiteTable",
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    "getDnKy",
    "getKyLimits",
    "getSiteProperties",
    "interpolateSaTable",
    "invertDnDraws",
    "rhoBJ",
    "SaF_ST17",
    "sampleSaCorr",
    "SIDtoVs30",
    "Vs30toSID"
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      "title": "Cylinder Roots Data",
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      "class": [
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        "data.frame"
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        "m",
        "l",
        "an"
      ],
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      "table": true,
      "tojson": true
    },
    {
      "name": "ShearModelParameters",
      "title": "ShearModelParameters",
      "object": "ShearModelParameters",
      "class": [
        "data.table",
        "data.frame"
      ],
      "fields": [
        "ModelID",
        "NameID",
        "GroupID",
        "A",
        "UN",
        "Ce",
        "n",
        "AuthorID",
        "emin",
        "emax"
      ],
      "rows": 20,
      "table": true,
      "tojson": true
    },
    {
      "name": "SiteClass",
      "title": "Site Class Data",
      "object": "SiteClass",
      "class": [
        "data.table",
        "data.frame"
      ],
      "fields": [
        "SC",
        "Description",
        "Vs30 (m/s)",
        "Vs30 (ft/s)"
      ],
      "rows": 9,
      "table": true,
      "tojson": true
    },
    {
      "name": "SiteTable",
      "title": "SiteTable Data",
      "object": "SiteTable",
      "class": [
        "data.table",
        "data.frame"
      ],
      "fields": [
        "Hs",
        "Hw",
        "NL",
        "Z500",
        "Z1000",
        "SID",
        "Go",
        "mo",
        "Ts",
        "VSo",
        "VS30",
        "UID",
        "Gravels",
        "Sands",
        "Fines",
        "Clays",
        "Silts",
        "Organic",
        "Water",
        "SP",
        "SM",
        "SC",
        "SW",
        "MH",
        "ML",
        "CH",
        "CL",
        "OH",
        "OL",
        "PT",
        "GW",
        "GP",
        "GM",
        "GC",
        "Go_Units",
        "Vs_Units",
        "POP",
        "POP_Units"
      ],
      "rows": 255614,
      "table": true,
      "tojson": true
    }
  ],
  "_help": [
    {
      "page": "approx.spline",
      "title": "Highcharts-style cubic spline interpolation",
      "topics": [
        "approx.spline"
      ]
    },
    {
      "page": "buildGMDP",
      "title": "Build Ground-Motion Design Parameters (GMDP)",
      "topics": [
        "buildGMDP"
      ]
    },
    {
      "page": "buildQSpline",
      "title": "Build a monotone quantile spline Q(u) for ln(Sa)",
      "topics": [
        "buildQSpline"
      ]
    },
    {
      "page": "checkUHS",
      "title": "Check monotonicity and duplicates in UHSTable",
      "topics": [
        "checkUHS"
      ]
    },
    {
      "page": "CylinderRoots",
      "title": "Cylinder Roots Data",
      "topics": [
        "CylinderRoots"
      ]
    },
    {
      "page": "designUHS",
      "title": "MCER / Design elastic spectrum for a Vs30/Vref slice (ASCE 7-22 shape)",
      "topics": [
        "designUHS"
      ]
    },
    {
      "page": "Dn_AM88",
      "title": "Ambraseys & Menu (1988) rigid sliding-block model",
      "topics": [
        "Dn_AM88"
      ]
    },
    {
      "page": "Dn_BM17",
      "title": "Bray & Macedo (2017) - subduction/interface events",
      "topics": [
        "Dn_BM17"
      ]
    },
    {
      "page": "Dn_BM19",
      "title": "Bray & Macedo (2019, corrected 2023) - shallow-crustal events",
      "topics": [
        "Dn_BM19"
      ]
    },
    {
      "page": "Dn_BT07",
      "title": "Bray & Travasarou (2007) flexible sliding-block model",
      "topics": [
        "Dn_BT07"
      ]
    },
    {
      "page": "Dn_JB07",
      "title": "Jibson (2007) empirical model",
      "topics": [
        "Dn_JB07"
      ]
    },
    {
      "page": "Dn_SR08",
      "title": "Saygili & Rathje (2008) model",
      "topics": [
        "Dn_SR08"
      ]
    },
    {
      "page": "F_ST17",
      "title": "Non-linear site amplification factor *FST17*",
      "topics": [
        "F_ST17"
      ]
    },
    {
      "page": "F_ST20",
      "title": "Non-linear site amplification factor *FST20*",
      "topics": [
        "F_ST20"
      ]
    },
    {
      "page": "fitDnCurve",
      "title": "Newmark displacement curve Dn(ky) for one scenario",
      "topics": [
        "fitDnCurve"
      ]
    },
    {
      "page": "fitDnModel",
      "title": "Newmark displacement for a single submodel and scenario",
      "topics": [
        "fitDnModel"
      ]
    },
    {
      "page": "fitDnScenario",
      "title": "Fit Newmark displacement for one scenario row",
      "topics": [
        "fitDnScenario"
      ]
    },
    {
      "page": "fitDnScenarios",
      "title": "Fit Newmark displacement for multiple scenario rows",
      "topics": [
        "fitDnScenarios"
      ]
    },
    {
      "page": "fitKmaxScenario",
      "title": "Fit kmax for one scenario row",
      "topics": [
        "fitKmaxScenario"
      ]
    },
    {
      "page": "fitKmaxScenarios",
      "title": "Fit kmax for multiple scenario rows",
      "topics": [
        "fitKmaxScenarios"
      ]
    },
    {
      "page": "fitModel.Ts",
      "title": "Site's Fundamental Period",
      "topics": [
        "fitModel.Ts"
      ]
    },
    {
      "page": "fitSaF",
      "title": "Site-amplified spectral acceleration (NGA-East site-response models)",
      "topics": [
        "fitSaF"
      ]
    },
    {
      "page": "fitSaFMixture",
      "title": "Site-amplified spectra from an analytic ground-motion mixture",
      "topics": [
        "fitSaFMixture"
      ]
    },
    {
      "page": "geSiteTable",
      "title": "Single-realisation synthetic soil profile and site properties",
      "topics": [
        "geSiteTable"
      ]
    },
    {
      "page": "getCylinderRoots",
      "title": "Characteristic root of an inhomogeneous truncated shear beam",
      "topics": [
        "getCylinderRoots"
      ]
    },
    {
      "page": "getDnKy",
      "title": "Build a log-spaced ky grid for one scenario",
      "topics": [
        "getDnKy"
      ]
    },
    {
      "page": "getKyLimits",
      "title": "Get calibrated ky range for each displacement model",
      "topics": [
        "getKyLimits"
      ]
    },
    {
      "page": "getSiteProperties",
      "title": "Monte Carlo site properties from synthetic soil profiles",
      "topics": [
        "getSiteProperties"
      ]
    },
    {
      "page": "interpolateSaTable",
      "title": "Interpolate Sa(p) at arbitrary period using log-log interpolation",
      "topics": [
        "interpolateSaTable"
      ]
    },
    {
      "page": "invertDnDraws",
      "title": "Invert Dn draws to kmax(Da)",
      "topics": [
        "invertDnDraws"
      ]
    },
    {
      "page": "rhoBJ",
      "title": "Baker and Jayaram (2008) inter-period correlation model",
      "topics": [
        "rhoBJ"
      ]
    },
    {
      "page": "SaF_ST17",
      "title": "Site-amplified spectral acceleration (2017 NGA-East generation)",
      "topics": [
        "SaF_ST17"
      ]
    },
    {
      "page": "sampleSaCorr",
      "title": "Draw a correlated sample of spectral accelerations",
      "topics": [
        "sampleSaCorr"
      ]
    },
    {
      "page": "ShearModelParameters",
      "title": "ShearModelParameters",
      "topics": [
        "ShearModelParameters"
      ]
    },
    {
      "page": "SIDtoVs30",
      "title": "Convert Site Class to Vs30 in m/s",
      "topics": [
        "SIDtoVs30"
      ]
    },
    {
      "page": "SiteClass",
      "title": "Site Class Data",
      "topics": [
        "SiteClass"
      ]
    },
    {
      "page": "SiteTable",
      "title": "SiteTable Data",
      "topics": [
        "SiteTable"
      ]
    },
    {
      "page": "Vs30toSID",
      "title": "Convert Vs30 (m/s) to Site Class Identifier",
      "topics": [
        "Vs30toSID"
      ]
    }
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        "Example dataset",
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        "Next steps"
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