CylinderRoots           Characteristic roots of the truncated
                        inhomogeneous shear beam
ShearModelParameters    Small-strain shear-modulus correlations by soil
                        group
SiteClass               ASCE 7-22 site classes
assembleDnTables        Global displacement products of release 1.7.1
assembleKmaxTables      Global yield-coefficient table of release 1.7.1
buildDnTables           Site displacement products of release 1.7.1
buildGeometry           Paired embankment geometries from height,
                        truncation ratio and slope
buildKmaxTable          Yield-coefficient table of release 1.7.1 from
                        displacement realizations
buildKyGrid             Yield-acceleration grid of a displacement
                        scenario
buildKyLimits           Calibration range of yield acceleration of each
                        displacement model
buildPGATable           PGA table of release 1.7.1 from rock demands
                        and a shear table
buildQuantileSpline     Quantile function of log spectral acceleration,
                        monotone between its knots
buildRootModel          Build the characteristic-root model of one mode
buildShearTable         Shear table of release 1.7.1 from geometries
                        and material pools
characterizeProfile     Characterize one evaluated soil column
classifySite            ASCE 7-22 site class of a shear-wave velocity
convertAEP              Probability of exceedance and return period of
                        an annual rate
correlateResiduals      Correlation of spectral residuals between two
                        oscillator periods
describeModule          Installed module identity
estimateAI              Arias intensity from peak ground acceleration
estimatePGV             Peak ground velocity from peak ground
                        acceleration
estimateRayleighPeriod
                        Fundamental period of a layered soil profile by
                        the Rayleigh quotient
estimateVS30            Time-averaged shear-wave velocity of the upper
                        30 m
estimateWeightedRayleighPeriod
                        Fundamental period of a layered soil profile by
                        the density-weighted Rayleigh quotient
evaluateBeamPeriod      Modal period of the inhomogeneous truncated
                        shear beam
evaluateDisplacements   Displacement realizations of the models of a
                        scenario
evaluateFlexibleDisplacement
                        Deformable sliding-mass displacement
evaluateRigidDisplacement
                        Rigid sliding-block displacement
evaluateRoot            Characteristic root for given inhomogeneity and
                        truncation
evaluateSiteFactor      Conditional site amplification factor of the
                        NGA-East models
evaluateSiteSa          Site spectral acceleration given the rock
                        ordinate and PGA
evaluateSoilLayers      Evaluate stress, stiffness and shear-wave
                        velocity of ordered layers
evaluateUniformHazard   Uniform-hazard ordinates of hazard curves at
                        given return periods
integrateSiteMixture    Site mixture of an analytic rock mixture by
                        Gauss-Hermite quadrature
integrateSiteSpectrum   Site spectrum of a rock quantile spectrum by
                        quadrature
interpolateSpectrum     Spectral quantiles at one oscillator period by
                        log-log interpolation
listProjectTables       List the tables of a project
processProject          Run the steps of a project
propagateBeamPeriod     Fundamental period of the truncated shear beam
                        for every profile realization
propagateSitePeriod     Fundamental period of the soil profile for
                        every realization
queryProjectTable       Query a table of a project
readHazardWorkbook      Hazard curves of a user workbook
refineSiteMixture       Site mixture at the first Gauss-Hermite order
                        that agrees with the previous
refineSiteSpectrum      Site spectrum at the first quadrature order
                        that agrees with the previous
sampleIntensities       Paired intensity measures of a displacement
                        scenario
sampleSoilLayers        Sample one synthetic soil column from a USCS
                        material pool
sampleSpectra           Correlated sample of spectral accelerations
selectDisplacementModels
                        Displacement models active in a tectonic regime
simulateSiteSpectrum    Paired realizations of a site spectrum from a
                        rock quantile spectrum
simulateSoilProfiles    Simulate paired soil-profile realizations for a
                        material pool
solveColumnPeriod       Fundamental period of a layered soil profile as
                        a Galerkin eigenvalue problem
solveKmax               Yield coefficient that limits each realized
                        displacement curve
solveProfilePeriods     Fundamental periods of the soil profile and
                        truncated shear beam for every realization
solveWedgePeriod        Fundamental period of the truncated shear beam
                        as a Galerkin eigenvalue problem
summarizeDisplacements
                        Marginal statistics of displacement
                        realizations by model
summarizeEnsemble       Weighted statistics of a displacement model
                        ensemble
summarizeKmax           Weighted mean and quantiles of pooled yield
                        coefficients
summarizeMixture        Quantiles and mean of a spectral mixture
summarizeProfiles       Marginal statistics of a profile population
