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.
| Version: |
1.9.0 |
| Depends: |
R (≥ 4.2) |
| Imports: |
data.table, jsonlite, mvtnorm, parallel, stats, utils |
| Suggests: |
testthat (≥ 3.0.0), knitr, readxl, rmarkdown |
| Published: |
2026-10-24 |
| DOI: |
10.32614/CRAN.package.newmark |
| Author: |
Alejandro Verri Kozlowski [aut, cre, cph] |
| Maintainer: |
Alejandro Verri Kozlowski <averri at fi.uba.ar> |
| License: |
MIT + file LICENSE |
| URL: |
https://kanameishi.github.io/newmark/ |
| NeedsCompilation: |
no |
| Language: |
en-US |
| Materials: |
README, NEWS |
| CRAN checks: |
newmark results |
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