File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Domain decomposition method for calculating the failure probability of linear dynamic systems subjected to gaussian stochastic loads

TitleDomain decomposition method for calculating the failure probability of linear dynamic systems subjected to gaussian stochastic loads
Authors
KeywordsSimulation
Vibration
Structural reliability
Stochastic processes
Failures
Probability
Issue Date2006
Citation
Journal of Engineering Mechanics, 2006, v. 132, n. 5, p. 475-486 How to Cite?
AbstractIn this paper the problem of calculating the probability of failure of linear dynamic systems subjected to random vibrations is considered. This is a very important and challenging problem in structural reliability. The failure domain in this case can be described as a union of linear failure domains whose boundaries are hyperplanes. Each linear limit state function can be completely described by its own design point, which can be analytically determined, allowing for an exact analytical calculation of the corresponding failure probability. The difficulty in calculating the overall failure probability arises from the overlapping of the different linear failure domains, the degree of which is unknown and needs to be determined. A novel robust reliability methodology, referred to as the domain decomposition method (DDM), is proposed to calculate the probability that the response of a linear system exceeds specified target thresholds. It exploits the special structure of the failure domain, given by the union of a large number of linear failure regions, to obtain an extremely efficient and highly accurate estimate of the failure probability. The number of dynamic analyses to be performed in order to determine the failure probability is as low as the number of independent random excitations driving the system. Furthermore, calculating the reliability of the same structure under different performance objectives does not require any additional dynamic analyses. Two numerical examples are given demonstrating the proposed method, both of which show that the method offers dramatic improvement over standard Monte Carlo simulations, while a comparison with the ISEE algorithm shows that the DDM is at least as efficient as the ISEE. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/296034
ISSN
2023 Impact Factor: 3.3
2023 SCImago Journal Rankings: 0.893
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorKatafygiotis, Lambros-
dc.contributor.authorCheung, Sai Hung-
dc.date.accessioned2021-02-11T04:52:41Z-
dc.date.available2021-02-11T04:52:41Z-
dc.date.issued2006-
dc.identifier.citationJournal of Engineering Mechanics, 2006, v. 132, n. 5, p. 475-486-
dc.identifier.issn0733-9399-
dc.identifier.urihttp://hdl.handle.net/10722/296034-
dc.description.abstractIn this paper the problem of calculating the probability of failure of linear dynamic systems subjected to random vibrations is considered. This is a very important and challenging problem in structural reliability. The failure domain in this case can be described as a union of linear failure domains whose boundaries are hyperplanes. Each linear limit state function can be completely described by its own design point, which can be analytically determined, allowing for an exact analytical calculation of the corresponding failure probability. The difficulty in calculating the overall failure probability arises from the overlapping of the different linear failure domains, the degree of which is unknown and needs to be determined. A novel robust reliability methodology, referred to as the domain decomposition method (DDM), is proposed to calculate the probability that the response of a linear system exceeds specified target thresholds. It exploits the special structure of the failure domain, given by the union of a large number of linear failure regions, to obtain an extremely efficient and highly accurate estimate of the failure probability. The number of dynamic analyses to be performed in order to determine the failure probability is as low as the number of independent random excitations driving the system. Furthermore, calculating the reliability of the same structure under different performance objectives does not require any additional dynamic analyses. Two numerical examples are given demonstrating the proposed method, both of which show that the method offers dramatic improvement over standard Monte Carlo simulations, while a comparison with the ISEE algorithm shows that the DDM is at least as efficient as the ISEE. © ASCE.-
dc.languageeng-
dc.relation.ispartofJournal of Engineering Mechanics-
dc.subjectSimulation-
dc.subjectVibration-
dc.subjectStructural reliability-
dc.subjectStochastic processes-
dc.subjectFailures-
dc.subjectProbability-
dc.titleDomain decomposition method for calculating the failure probability of linear dynamic systems subjected to gaussian stochastic loads-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9399(2006)132:5(475)-
dc.identifier.scopuseid_2-s2.0-33645801240-
dc.identifier.volume132-
dc.identifier.issue5-
dc.identifier.spage475-
dc.identifier.epage486-
dc.identifier.isiWOS:000236917800002-
dc.identifier.issnl0733-9399-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats