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  "Title": "Uncertainty Analysis in Dynamic Site and Slope Response",
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  "Description": "Estimates the seismic response of sites and slopes from\nthe results of a seismic hazard analysis. For a site, it\ncomputes the fundamental period of the soil profile and the\namplification of spectral acceleration. For a slope, it\ncomputes the fundamental period, the earthquake-induced\ndisplacement, and the pseudostatic coefficient that keeps a\nselected quantile of the displacement within a given limit.\nUncertainty in the soil profile and in the ground motion is\nrepresented by Monte Carlo samples. Every result is reported\nwith its representative value, its applicable quantiles or\ndispersion, and the population or conditioning to which it\nrefers.",
  "License": "MIT + file LICENSE",
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  "Author": "Alejandro Verri Kozlowski [aut, cre, cph]",
  "Maintainer": "Alejandro Verri Kozlowski <averri@fi.uba.ar>",
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    "correlateResiduals",
    "describeModule",
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    "evaluateDisplacements",
    "evaluateFlexibleDisplacement",
    "evaluateRigidDisplacement",
    "evaluateRoot",
    "evaluateSiteFactor",
    "evaluateSiteSa",
    "evaluateSoilLayers",
    "evaluateUniformHazard",
    "integrateDnHazard",
    "integrateSiteMixture",
    "integrateSiteSpectrum",
    "interpolateSpectrum",
    "listDisplacementFamilies",
    "listProjectTables",
    "processProject",
    "propagateBeamPeriod",
    "propagateSitePeriod",
    "queryProjectTable",
    "readHazardWorkbook",
    "refineSiteMixture",
    "refineSiteSpectrum",
    "sampleIntensities",
    "sampleSoilLayers",
    "sampleSpectra",
    "selectDisplacementModels",
    "simulateSiteSpectrum",
    "simulateSoilProfiles",
    "solveColumnPeriod",
    "solveKmax",
    "solveProfilePeriods",
    "solveWedgePeriod",
    "summarizeDisplacements",
    "summarizeEnsemble",
    "summarizeKmax",
    "summarizeMixture",
    "summarizeProfiles"
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        "Vs30 (m/s)",
        "Vs30 (ft/s)"
      ],
      "rows": 9,
      "table": true,
      "tojson": true
    },
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      "title": "Uniform hazard spectra of Vancouver on rock from the 2020 National Building Code of Canada",
      "object": "VancouverSpectra",
      "class": [
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        "data.frame"
      ],
      "fields": [
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        "Sa"
      ],
      "rows": 100,
      "table": true,
      "tojson": true
    }
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  "_help": [
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      "page": "assembleDnTables",
      "title": "Global displacement products of release 1.7.1",
      "topics": [
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    {
      "page": "assembleKmaxTables",
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      "topics": [
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    },
    {
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      "topics": [
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    },
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      "title": "Calibration range of yield acceleration of each displacement model",
      "topics": [
        "buildKyLimits"
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    },
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      "page": "buildPGATable",
      "title": "PGA table of release 1.7.1 from rock demands and a shear table",
      "topics": [
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      "title": "Build the characteristic-root model of one mode",
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      ]
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    {
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    {
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    },
    {
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      "topics": [
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    },
    {
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      "title": "Characteristic roots of the truncated inhomogeneous shear beam",
      "topics": [
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      ]
    },
    {
      "page": "describeModule",
      "title": "Describe the installed module",
      "topics": [
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    },
    {
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      "title": "Arias intensity from peak ground acceleration",
      "topics": [
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    {
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      "title": "Peak ground velocity from peak ground acceleration",
      "topics": [
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    },
    {
      "page": "estimateRayleighPeriod",
      "title": "Fundamental period of a layered soil profile by the Rayleigh quotient",
      "topics": [
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    },
    {
      "page": "estimateVS30",
      "title": "Time-averaged shear-wave velocity of the upper 30 m",
      "topics": [
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    },
    {
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      "title": "Fundamental period of a layered soil profile by the density-weighted Rayleigh quotient",
      "topics": [
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    {
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      "title": "Modal period of the inhomogeneous truncated shear beam",
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    },
    {
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      "topics": [
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    {
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      "title": "Deformable sliding-mass displacement",
      "topics": [
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      ]
    },
    {
      "page": "evaluateRigidDisplacement",
      "title": "Rigid sliding-block displacement",
      "topics": [
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      ]
    },
    {
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      "title": "Characteristic root for given inhomogeneity and truncation",
      "topics": [
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      ]
    },
    {
      "page": "evaluateSiteFactor",
      "title": "Conditional site amplification factor of the NGA-East models",
      "topics": [
        "evaluateSiteFactor"
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    },
    {
      "page": "evaluateSiteSa",
      "title": "Site spectral acceleration given the rock ordinate and PGA",
      "topics": [
        "evaluateSiteSa"
      ]
    },
    {
      "page": "evaluateSoilLayers",
      "title": "Evaluate stress, stiffness and shear-wave velocity of ordered layers",
      "topics": [
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      ]
    },
    {
      "page": "evaluateUniformHazard",
      "title": "Uniform-hazard ordinates of hazard curves at given return periods",
      "topics": [
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    },
    {
      "page": "integrateDnHazard",
      "title": "Displacement exceedance integrated over rock hazard curves",
      "topics": [
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    },
    {
      "page": "integrateSiteMixture",
      "title": "Site mixture of an analytic rock mixture by Gauss-Hermite quadrature",
      "topics": [
        "integrateSiteMixture"
      ]
    },
    {
      "page": "integrateSiteSpectrum",
      "title": "Site spectrum of a rock quantile spectrum by quadrature",
      "topics": [
        "integrateSiteSpectrum"
      ]
    },
    {
      "page": "interpolateSpectrum",
      "title": "Spectral quantiles at one oscillator period by log-log interpolation",
      "topics": [
        "interpolateSpectrum"
      ]
    },
    {
      "page": "listDisplacementFamilies",
      "title": "Families of the displacement models",
      "topics": [
        "listDisplacementFamilies"
      ]
    },
    {
      "page": "listProjectTables",
      "title": "List the tables of a project",
      "topics": [
        "listProjectTables"
      ]
    },
    {
      "page": "processProject",
      "title": "Run the steps of a project",
      "topics": [
        "processProject"
      ]
    },
    {
      "page": "propagateBeamPeriod",
      "title": "Fundamental period of the truncated shear beam for every profile realization",
      "topics": [
        "propagateBeamPeriod"
      ]
    },
    {
      "page": "propagateSitePeriod",
      "title": "Fundamental period of the soil profile for every realization",
      "topics": [
        "propagateSitePeriod"
      ]
    },
    {
      "page": "queryProjectTable",
      "title": "Query a table of a project",
      "topics": [
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    },
    {
      "page": "readHazardWorkbook",
      "title": "Hazard curves of a user workbook",
      "topics": [
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    },
    {
      "page": "refineSiteMixture",
      "title": "Site mixture at the first Gauss-Hermite order that agrees with the previous",
      "topics": [
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      ]
    },
    {
      "page": "refineSiteSpectrum",
      "title": "Site spectrum at the first quadrature order that agrees with the previous",
      "topics": [
        "refineSiteSpectrum"
      ]
    },
    {
      "page": "sampleIntensities",
      "title": "Paired intensity measures of a displacement scenario",
      "topics": [
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      ]
    },
    {
      "page": "sampleSoilLayers",
      "title": "Sample one synthetic soil column from a USCS material pool",
      "topics": [
        "sampleSoilLayers"
      ]
    },
    {
      "page": "sampleSpectra",
      "title": "Correlated sample of spectral accelerations",
      "topics": [
        "sampleSpectra"
      ]
    },
    {
      "page": "selectDisplacementModels",
      "title": "Displacement models active in a tectonic regime",
      "topics": [
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      ]
    },
    {
      "page": "ShearModelParameters",
      "title": "Small-strain shear-modulus correlations by soil group",
      "topics": [
        "ShearModelParameters"
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    },
    {
      "page": "simulateSiteSpectrum",
      "title": "Paired realizations of a site spectrum from a rock quantile spectrum",
      "topics": [
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      ]
    },
    {
      "page": "simulateSoilProfiles",
      "title": "Simulate paired soil-profile realizations for a material pool",
      "topics": [
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    },
    {
      "page": "SiteClass",
      "title": "ASCE 7-22 site classes",
      "topics": [
        "SiteClass"
      ]
    },
    {
      "page": "solveColumnPeriod",
      "title": "Fundamental period of a layered soil profile as a Galerkin eigenvalue problem",
      "topics": [
        "solveColumnPeriod"
      ]
    },
    {
      "page": "solveKmax",
      "title": "Yield coefficient that limits each realized displacement curve",
      "topics": [
        "solveKmax"
      ]
    },
    {
      "page": "solveProfilePeriods",
      "title": "Fundamental periods of the soil profile and truncated shear beam for every realization",
      "topics": [
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      ]
    },
    {
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      "title": "Fundamental period of the truncated shear beam as a Galerkin eigenvalue problem",
      "topics": [
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      "title": "Marginal statistics of displacement realizations by model",
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