Probabilistic analysis and resistance factor calibration for deep foundation design using Monte Carlo simulation

The method of incorporating the sources of parameter uncertainty is crucial when conducting probabilistic analysis for service limit state (SLS) design of a deep foundation. This paper describes the method of using Monte Carlo simulation for probabilistic analyses and for calibration of resistance f...

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Detalles Bibliográficos
Autores principales: Vu, Thuy, Loehr, Erik, Smith, Douglas
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2018
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6092556/
https://www.ncbi.nlm.nih.gov/pubmed/30112458
http://dx.doi.org/10.1016/j.heliyon.2018.e00727

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6092556/
https://www.ncbi.nlm.nih.gov/pubmed/30112458
http://dx.doi.org/10.1016/j.heliyon.2018.e00727

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