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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...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2018
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| Materias: | |
| 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 |