Package: newmark 1.10.0

Alejandro Verri Kozlowski

newmark: Uncertainty Analysis in Dynamic Site and Slope Response

Estimates the seismic response of sites and slopes from the results of a seismic hazard analysis. For a site, it computes the fundamental period of the soil profile and the amplification of spectral acceleration. For a slope, it computes the fundamental period, the earthquake-induced displacement, and the pseudostatic coefficient that keeps a selected quantile of the displacement within a given limit. Uncertainty in the soil profile and in the ground motion is represented by Monte Carlo samples. Every result is reported with its representative value, its applicable quantiles or dispersion, and the population or conditioning to which it refers.

Authors:Alejandro Verri Kozlowski [aut, cre, cph]

newmark_1.10.0.tar.gz
newmark_1.10.0.zip(r-4.7-any)newmark_1.10.0.zip(r-4.6-any)
newmark_1.10.0.tar.gz(r-4.7-any)newmark_1.10.0.tar.gz(r-4.6-any)
newmark_1.10.0.tgz(r-4.6-emscripten)
manual.pdf |manual.html✨
DESCRIPTION |NEWS
card.svg |card.png
newmark/json (API)

# Install 'newmark' in R:
install.packages('newmark', repos = c('https://cran.r-universe.dev', 'https://cloud.r-project.org'))

Bug tracker:https://github.com/kanameishi/newmark/issues

Pkgdown/docs site:https://kanameishi.github.io

Datasets:
  • 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

On CRAN:

Conda:

2.30 score 1 stars 2 scripts 283 downloads 58 exports 3 dependencies

Last updated from:569a6a790d. Checks:6 OK. Indexed: no.

TargetResultTimeFilesSyslog
linux-develOK206
source / vignettesOK186
linux-releaseOK196
windows-develOK244
windows-releaseOK172
wasm-releaseOK88

Exports:assembleDnTablesassembleKmaxTablesbuildDnTablesbuildGeometrybuildKmaxTablebuildKyGridbuildKyLimitsbuildPGATablebuildQuantileSplinebuildRootModelbuildShearTablecharacterizeProfileclassifySiteconvertAEPcorrelateResidualsdescribeModuleestimateAIestimatePGVestimateRayleighPeriodestimateVS30estimateWeightedRayleighPeriodevaluateBeamPeriodevaluateDisplacementsevaluateFlexibleDisplacementevaluateRigidDisplacementevaluateRootevaluateSiteFactorevaluateSiteSaevaluateSoilLayersevaluateUniformHazardintegrateDnHazardintegrateSiteMixtureintegrateSiteSpectruminterpolateSpectrumlistDisplacementFamilieslistProjectTablesprocessProjectpropagateBeamPeriodpropagateSitePeriodqueryProjectTablereadHazardWorkbookrefineSiteMixturerefineSiteSpectrumsampleIntensitiessampleSoilLayerssampleSpectraselectDisplacementModelssimulateSiteSpectrumsimulateSoilProfilessolveColumnPeriodsolveKmaxsolveProfilePeriodssolveWedgePeriodsummarizeDisplacementssummarizeEnsemblesummarizeKmaxsummarizeMixturesummarizeProfiles

Dependencies:data.tablejsonlitemvtnorm

Readme and manuals

Help Manual

Help pageTopics
Global displacement products of release 1.7.1assembleDnTables
Global yield-coefficient table of release 1.7.1assembleKmaxTables
Site displacement products of release 1.7.1buildDnTables
Paired embankment geometries from height, truncation ratio and slopebuildGeometry
Yield-coefficient table of release 1.7.1 from displacement realizationsbuildKmaxTable
Yield-acceleration grid of a displacement scenariobuildKyGrid
Calibration range of yield acceleration of each displacement modelbuildKyLimits
PGA table of release 1.7.1 from rock demands and a shear tablebuildPGATable
Quantile function of log spectral acceleration, monotone between its knotsbuildQuantileSpline
Build the characteristic-root model of one modebuildRootModel
Shear table of release 1.7.1 from geometries and material poolsbuildShearTable
Characterize one evaluated soil columncharacterizeProfile
ASCE 7-22 site class of a shear-wave velocityclassifySite
Probability of exceedance and return period of an annual rateconvertAEP
Correlation of spectral residuals between two oscillator periodscorrelateResiduals
Characteristic roots of the truncated inhomogeneous shear beamCylinderRoots
Describe the installed moduledescribeModule
Arias intensity from peak ground accelerationestimateAI
Peak ground velocity from peak ground accelerationestimatePGV
Fundamental period of a layered soil profile by the Rayleigh quotientestimateRayleighPeriod
Time-averaged shear-wave velocity of the upper 30 mestimateVS30
Fundamental period of a layered soil profile by the density-weighted Rayleigh quotientestimateWeightedRayleighPeriod
Modal period of the inhomogeneous truncated shear beamevaluateBeamPeriod
Displacement realizations of the models of a scenarioevaluateDisplacements
Deformable sliding-mass displacementevaluateFlexibleDisplacement
Rigid sliding-block displacementevaluateRigidDisplacement
Characteristic root for given inhomogeneity and truncationevaluateRoot
Conditional site amplification factor of the NGA-East modelsevaluateSiteFactor
Site spectral acceleration given the rock ordinate and PGAevaluateSiteSa
Evaluate stress, stiffness and shear-wave velocity of ordered layersevaluateSoilLayers
Uniform-hazard ordinates of hazard curves at given return periodsevaluateUniformHazard
Displacement exceedance integrated over rock hazard curvesintegrateDnHazard
Site mixture of an analytic rock mixture by Gauss-Hermite quadratureintegrateSiteMixture
Site spectrum of a rock quantile spectrum by quadratureintegrateSiteSpectrum
Spectral quantiles at one oscillator period by log-log interpolationinterpolateSpectrum
Families of the displacement modelslistDisplacementFamilies
List the tables of a projectlistProjectTables
Run the steps of a projectprocessProject
Fundamental period of the truncated shear beam for every profile realizationpropagateBeamPeriod
Fundamental period of the soil profile for every realizationpropagateSitePeriod
Query a table of a projectqueryProjectTable
Hazard curves of a user workbookreadHazardWorkbook
Site mixture at the first Gauss-Hermite order that agrees with the previousrefineSiteMixture
Site spectrum at the first quadrature order that agrees with the previousrefineSiteSpectrum
Paired intensity measures of a displacement scenariosampleIntensities
Sample one synthetic soil column from a USCS material poolsampleSoilLayers
Correlated sample of spectral accelerationssampleSpectra
Displacement models active in a tectonic regimeselectDisplacementModels
Small-strain shear-modulus correlations by soil groupShearModelParameters
Paired realizations of a site spectrum from a rock quantile spectrumsimulateSiteSpectrum
Simulate paired soil-profile realizations for a material poolsimulateSoilProfiles
ASCE 7-22 site classesSiteClass
Fundamental period of a layered soil profile as a Galerkin eigenvalue problemsolveColumnPeriod
Yield coefficient that limits each realized displacement curvesolveKmax
Fundamental periods of the soil profile and truncated shear beam for every realizationsolveProfilePeriods
Fundamental period of the truncated shear beam as a Galerkin eigenvalue problemsolveWedgePeriod
Marginal statistics of displacement realizations by modelsummarizeDisplacements
Weighted statistics of a displacement model ensemblesummarizeEnsemble
Weighted mean and quantiles of pooled yield coefficientssummarizeKmax
Quantiles and mean of a spectral mixturesummarizeMixture
Marginal statistics of a profile populationsummarizeProfiles
Uniform hazard spectra of Vancouver on rock from the 2020 National Building Code of CanadaVancouverSpectra