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dc.contributor.authorN. Manzana; Mahesh D. Pandey; J. A. M. van der Weide
dc.date.accessioned2019-03-10T11:52:35Z
dc.date.available2019-03-10T11:52:35Z
dc.date.issued2019
dc.identifier.otherAJRUA6.0000994.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254426
dc.description.abstractThe distribution of the maximum load generated by stochastic and recurring hazards is of primary importance in structural reliability analysis. In the current literature, this distribution is estimated by either relying on the asymptotic extreme value theory or assuming that occurrences of a hazard follow the homogeneous Poisson process. However, assumptions underlying these approaches become questionable when the maximum load distribution is required for a short service life, such as in reliability assessment of temporary structures and aging infrastructure systems nearing the end of life (e.g., old nuclear plants). This paper fills this gap in the literature by presenting a more general and accurate solution for the probability distribution of the maximum load generated by stochastic hazards which can be modeled as shock, pulse, and alternating renewal processes. This work is a considerable advancement of the state of the art in probabilistic analysis of maximum value distribution.
dc.publisherAmerican Society of Civil Engineers
dc.titleProbability Distribution of Maximum Load Generated by Stochastic Hazards Modeled as Shock, Pulse, and Alternating Renewal Processes
dc.typeJournal Paper
dc.journal.volume5
dc.journal.issue1
dc.journal.titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi10.1061/AJRUA6.0000994
dc.page04018045
dc.treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2019:;Volume ( 005 ):;issue: 001
dc.contenttypeFulltext


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