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...

Ausführliche Beschreibung

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Bibliographische Detailangaben
Veröffentlicht in:Ingeniería. Investigación y Tecnología
Hauptverfasser: D. De León Escobedo, O. Fuentes Mariles
Format: Artigo
Sprache:Inglês
Veröffentlicht: Universidad Nacional Autónoma de México 2008
Schlagworte:
Ingeniería
risk management
failure probability
Structural reliability
Monte Carlo simulation
aleatory and epistemic uncertainty
Online Zugang:https://www.redalyc.org/articulo.oa?id=40490305
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