CylinderRoots           Cylinder Roots Data
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
F_ST17                  Non-linear site amplification factor *FST17*
F_ST20                  Non-linear site amplification factor *FST20*
SIDtoVs30               Convert Site Class to Vs30 in m/s
SaF_ST17                Site-amplified spectral acceleration (2017
                        NGA-East generation)
ShearModelParameters    ShearModelParameters
SiteClass               Site Class Data
SiteTable               SiteTable Data
Vs30toSID               Convert Vs30 (m/s) to Site Class Identifier
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
designUHS               MCER / Design elastic spectrum for a Vs30/Vref
                        slice (ASCE 7-22 shape)
fitDnCurve              Newmark displacement curve Dn(ky) for one
                        scenario
fitDnModel              Newmark displacement for a single submodel and
                        scenario
fitDnScenario           Fit Newmark displacement for one scenario row
fitDnScenarios          Fit Newmark displacement for multiple scenario
                        rows
fitKmaxScenario         Fit kmax for one scenario row
fitKmaxScenarios        Fit kmax for multiple scenario rows
fitModel.Ts             Site's Fundamental Period
fitSaF                  Site-amplified spectral acceleration (NGA-East
                        site-response models)
fitSaFMixture           Site-amplified spectra from an analytic
                        ground-motion mixture
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
sampleSaCorr            Draw a correlated sample of spectral
                        accelerations
