Uncertainty Analysis in Dynamic Site and Slope Response

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Documentation for package ‘newmark’ version 1.1.0

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approx.spline Highcharts-style cubic spline interpolation
buildGMDP Build Ground-Motion Design Parameters (GMDP)
buildQSpline Build a monotone quantile spline Q(u) for ln(Sa)
checkUHS Check monotonicity and duplicates in UHSTable
CylinderRoots Cylinder Roots Data
designUHS MCER / Design elastic spectrum for a Vs30/Vref slice (ASCE 7-22)
Dn_AM88 Ambraseys & Menu (1988) rigid sliding-block model
Dn_BM17 Bray & Macedo (2017) - subduction/interface events
Dn_BM19 Bray & Macedo (2019, corrected 2023) - shallow-crustal events
Dn_BT07 Bray & Travasarou (2007) flexible sliding-block model
Dn_JB07 Jibson (2007) empirical model
Dn_SR08 Saygili & Rathje (2008) model
fitDnCurve Newmark displacement curve Dn(ky) for one scenario
fitDnModel Newmark displacement for a single submodel and scenario
fitModel.Ts Site's Fundamental Period
fitSaF Site-amplified AUXtral acceleration (Seyhan & Stewart 2014)
F_ST17 Non-linear site amplification factor *FST17*
geSiteTable Single-realisation synthetic soil profile and site properties
getCylinderRoots Characteristic root of an inhomogeneous truncated shear beam
getDnKy Build a log-spaced ky grid for one scenario
getKyLimits Get calibrated ky range for each displacement model
getSiteProperties Monte Carlo site properties from synthetic soil profiles
interpolateSaTable Interpolate Sa(p) at arbitrary period using log-log interpolation
invertDnDraws Invert Dn draws to kmax(Da)
rhoBJ Baker and Jayaram (2008) inter-period correlation model
SaF_ST17 Site-amplified spectral acceleration using Seyhan & Stewart (2014)
sampleSaCorr Draw a correlated sample of spectral accelerations
ShearModelParameters ShearModelParameters
SIDtoVs30 Convert Site Class to Vs30 in m/s
SiteClass Site Class Data
SiteTable SiteTable Data
Vs30toSID Convert Vs30 (m/s) to Site Class Identifier