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contributor authorE. Altunok
contributor authorM. M. Reda Taha
contributor authorT. J. Ross
date accessioned2017-05-08T21:00:20Z
date available2017-05-08T21:00:20Z
date copyrightSeptember 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A9%281247%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35102
description abstractThis article suggests the process of structural health monitoring (SHM) in the context of a nonstatistical damage detection paradigm. We particularly focus on applying the theory of possibility to the damage detection problem. The basic idea behind the proposed approach is that the application of possibility theory does not require probabilistic knowledge or assumptions on the damage feature and thus encompasses aleatoric and epistemic types of uncertainties. The approach is not damage feature dependent and thus is generic for use in many SHM systems. Additionally, two new damage metrics are introduced. These metrics extract information concerning damage evidence from observations performed at unknown health states of structures. Damage detection with the aid of the proposed approach is demonstrated by means of a case study.
publisherAmerican Society of Civil Engineers
titlePossibilistic Approach for Damage Detection in Structural Health Monitoring
typeJournal Paper
journal volume133
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:9(1247)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 009
contenttypeFulltext


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