Bounding the first excursion probability of linear structures subjected to imprecise stochastic loading
•Effects of imprecision on stochastic loads are considered.•Reliability of linear dynamical structures is quantified.•Propagation of epistemic and aleatory uncertainty is decoupled.•Epistemic uncertainty is propagated using operator norm theorem.•Probabilities are computed by means of directional im...
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Veröffentlicht in: | Computers & structures 2020-10, Vol.239, p.106320, Article 106320 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | •Effects of imprecision on stochastic loads are considered.•Reliability of linear dynamical structures is quantified.•Propagation of epistemic and aleatory uncertainty is decoupled.•Epistemic uncertainty is propagated using operator norm theorem.•Probabilities are computed by means of directional importance sampling.
This paper presents a highly efficient and accurate approach to determine the bounds on the first excursion probability of a linear structure that is subjected to an imprecise stochastic load. Traditionally, determining these bounds involves solving a double loop problem, where the aleatory uncertainty has to be fully propagated for each realization of the epistemic uncertainty or vice versa. When considering realistic structures such as buildings, whose numerical models often contain thousands of degrees of freedom, such approach becomes quickly computationally intractable. In this paper, we introduce an approach to decouple this propagation by applying operator norm theory. In practice, the method determines those epistemic parameter values that yield the bounds on the probability of failure, given the epistemic uncertainty. The probability of failure, conditional on those epistemic parameters, is then computed using the recently introduced framework of Directional Importance Sampling. Two case studies involving a modulated Clough-Penzien spectrum are included to illustrate the efficiency and exactness of the proposed approach. |
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ISSN: | 0045-7949 1879-2243 |
DOI: | 10.1016/j.compstruc.2020.106320 |