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Effect of imperfect knowledge of hazards on the reliability of concrete face rockfill dam and breakwater
A formulation to treat aleatory and epistemic un certainties, in a separate way, on infrastructures is proposed and applied to a dam and a breakwater in Mexico. The purposeof that is to determine 2nd order bounds on the reliability estimation due to the in complete knowledge of some design parameter...
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| Vydáno v: | Ingeniería. Investigación y Tecnología |
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| Hlavní autoři: | , |
| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Universidad Nacional Autónoma de México
2008
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| Témata: | |
| On-line přístup: | https://www.redalyc.org/articulo.oa?id=40490305 |
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