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Design spaces with different acceptable probabilities were calculated using a Monte-Carlo simulation method.
In order to define acceptable probabilities of exceedence several alternatives have been considered and compared.
Acceptable values of adjusted collapse margin ratio are based on total system collapse uncertainty, β TOT, and established values of acceptable probabilities of collapse.
The decision value, d, is determined by consideration of N, two coverage thresholds – the lower threshold (LT) or minimum acceptable threshold and the upper threshold (UT) or desired coverage threshold–, and acceptable probabilities of classification error (α and β).
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(2) An ABC for stocks with an OFL probability distribution that is modified by the assessment team and accepted by the SSC will be determined by applying the acceptable probability of overfishing from the MAFMC's risk policy found in § 648.21(a) through (d) to the probability distribution of the OFL as modified by the assessment team.
However, an acceptable probability of failure needs to be estimated before calculating the safety factors.
Design space was calculated using a Monte-Carlo simulation method with the acceptable probability of 0.85.
The insights acquired were used to evaluate the acceptable probability of failure for different types of quay walls.
In the Netherlands, the design of dikes and other water retaining structures is based on an acceptable probability (frequency) of overtopping.
The discussion of determining the acceptable probability must include the mass of hydrogen since this determines the consequences of an accident.
Its rational evaluation, as a function of the acceptable probability of fracture instability, provides a highly effective tool for designing of engineering components.
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