Uncertainty Analysis in Dynamic Site and Slope Response

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Documentation for package ‘newmark’ version 1.9.0

• DESCRIPTION file.
• Package NEWS.

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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
CylinderRoots	Characteristic roots of the truncated inhomogeneous shear beam
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
ShearModelParameters	Small-strain shear-modulus correlations by soil group
simulateSiteSpectrum	Paired realizations of a site spectrum from a rock quantile spectrum
simulateSoilProfiles	Simulate paired soil-profile realizations for a material pool
SiteClass	ASCE 7-22 site classes
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