Package index
-
buildGeometry() - Paired embankment geometries from height, truncation ratio and slope
-
sampleSoilLayers() - Sample one synthetic soil column from a USCS material pool
-
evaluateSoilLayers() - Evaluate stress, stiffness and shear-wave velocity of ordered layers
-
characterizeProfile() - Characterize one evaluated soil column
-
estimateVS30() - Time-averaged shear-wave velocity of the upper 30 m
-
classifySite() - ASCE 7-22 site class of a shear-wave velocity
-
estimateRayleighPeriod() - Fundamental period of a layered soil profile by the Rayleigh quotient
-
estimateWeightedRayleighPeriod() - Fundamental period of a layered soil profile by the density-weighted Rayleigh quotient
-
buildRootModel() - Build the characteristic-root model of one mode
-
evaluateRoot() - Characteristic root for given inhomogeneity and truncation
-
evaluateBeamPeriod() - Modal period of the inhomogeneous truncated shear beam
-
solveColumnPeriod() - Fundamental period of a layered soil profile as a Galerkin eigenvalue problem
-
solveWedgePeriod() - Fundamental period of the truncated shear beam as a Galerkin eigenvalue problem
-
solveProfilePeriods() - Fundamental periods of the soil profile and truncated shear beam for every realization
-
simulateSoilProfiles() - Simulate paired soil-profile realizations for a material pool
-
propagateBeamPeriod() - Fundamental period of the truncated shear beam for every profile realization
-
propagateSitePeriod() - Fundamental period of the soil profile for every realization
-
summarizeProfiles() - Marginal statistics of a profile population
-
buildShearTable() - Shear table of release 1.7.1 from geometries and material pools
-
readHazardWorkbook() - Hazard curves of a user workbook
-
convertAEP() - Probability of exceedance and return period of an annual rate
-
evaluateUniformHazard() - Uniform-hazard ordinates of hazard curves at given return periods
-
evaluateSiteFactor() - Conditional site amplification factor of the NGA-East models
-
evaluateSiteSa() - Site spectral acceleration given the rock ordinate and PGA
-
integrateSiteMixture() - Site mixture of an analytic rock mixture by Gauss-Hermite quadrature
-
summarizeMixture() - Quantiles and mean of a spectral mixture
-
refineSiteMixture() - Site mixture at the first Gauss-Hermite order that agrees with the previous
-
integrateSiteSpectrum() - Site spectrum of a rock quantile spectrum by quadrature
-
refineSiteSpectrum() - Site spectrum at the first quadrature order that agrees with the previous
-
simulateSiteSpectrum() - Paired realizations of a site spectrum from a rock quantile spectrum
-
buildPGATable() - PGA table of release 1.7.1 from rock demands and a shear table
-
correlateResiduals() - Correlation of spectral residuals between two oscillator periods
-
buildQuantileSpline() - Quantile function of log spectral acceleration, monotone between its knots
-
interpolateSpectrum() - Spectral quantiles at one oscillator period by log-log interpolation
-
sampleSpectra() - Correlated sample of spectral accelerations
-
sampleIntensities() - Paired intensity measures of a displacement scenario
-
estimatePGV() - Peak ground velocity from peak ground acceleration
-
estimateAI() - Arias intensity from peak ground acceleration
-
listDisplacementFamilies() - Families of the displacement models
-
selectDisplacementModels() - Displacement models active in a tectonic regime
-
buildKyGrid() - Yield-acceleration grid of a displacement scenario
-
buildKyLimits() - Calibration range of yield acceleration of each displacement model
-
evaluateRigidDisplacement() - Rigid sliding-block displacement
-
evaluateFlexibleDisplacement() - Deformable sliding-mass displacement
-
evaluateDisplacements() - Displacement realizations of the models of a scenario
-
summarizeDisplacements() - Marginal statistics of displacement realizations by model
-
summarizeEnsemble() - Weighted statistics of a displacement model ensemble
-
buildDnTables() - Site displacement products of release 1.7.1
-
assembleDnTables() - Global displacement products of release 1.7.1
-
solveKmax() - Yield coefficient that limits each realized displacement curve
-
summarizeKmax() - Weighted mean and quantiles of pooled yield coefficients
-
buildKmaxTable() - Yield-coefficient table of release 1.7.1 from displacement realizations
-
assembleKmaxTables() - Global yield-coefficient table of release 1.7.1
-
processProject() - Run the steps of a project
-
listProjectTables() - List the tables of a project
-
queryProjectTable() - Query a table of a project
-
describeModule() - Installed module identity
-
CylinderRoots - Characteristic roots of the truncated inhomogeneous shear beam
-
ShearModelParameters - Small-strain shear-modulus correlations by soil group
-
SiteClass - ASCE 7-22 site classes
-
VancouverSpectra - Uniform hazard spectra of Vancouver on rock from the 2020 National Building Code of Canada