Vis enkel innførsel

dc.contributor.authorFaridafshin, Farzad
dc.contributor.authorNæss, Arvid
dc.date.accessioned2018-01-19T08:09:55Z
dc.date.available2018-01-19T08:09:55Z
dc.date.created2017-08-25T14:32:24Z
dc.date.issued2017
dc.identifier.citationStructural Safety. 2017, 69 57-67.nb_NO
dc.identifier.issn0167-4730
dc.identifier.urihttp://hdl.handle.net/11250/2478275
dc.description.abstractStructural reliability analysis is conventionally based on a description of uncertainty via a joint probability density function (JPDF). This paper builds on an alternative concept of working with a probability distribution class, which is the set of all distributions that satisfy several prior pieces of information. A multivariate probability class is introduced given the first- and second-moment information and the condition on log-concavity of the JPDF, which is versatile enough to cover the majority of multivariate probabilistic models that are typically used in reliability applications. Owing to the strong mathematical properties of this class, it is shown that a reliability analysis in the multidimensional space of uncertainty is reduced to a univariate problem, given the linearity of the failure surface with respect to uncertain parameters. Therefore, a generalization of the Chebyshev inequality for the univariate class of distributions with a log-concave PDF is applied to calculate the upper bound of the probability of failure. The benefit of this method is that fitting a JPDF, particularly with limited amounts of data, is facilitated, yet the method provides a tight but not overly pessimistic estimate of the probability of failure. A bivariate numerical example is provided for demonstration.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleMultivariate log-concave probability density class for structural reliability applicationsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber57-67nb_NO
dc.source.volume69nb_NO
dc.source.journalStructural Safetynb_NO
dc.identifier.doi10.1016/j.strusafe.2017.07.003
dc.identifier.cristin1488707
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2017 by Elseviernb_NO
cristin.unitcode194,63,15,0
cristin.unitnameInstitutt for matematiske fag
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel