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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/9889
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dc.contributor.authorLopes, V-
dc.contributor.authorPark, G.-
dc.contributor.authorCudney, H. H.-
dc.contributor.authorInman, D. J.-
dc.date.accessioned2014-05-20T13:29:22Z-
dc.date.available2014-05-20T13:29:22Z-
dc.date.issued2000-01-01-
dc.identifierhttp://www.thieme-connect.com/ejournals/abstract/10.1055/s-2006-949763-
dc.identifier.citationImac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings. Bethel: Soc Experimental Mechanics Inc., v. 4062, p. 510-515, 2000.-
dc.identifier.issn0277-786X-
dc.identifier.urihttp://hdl.handle.net/11449/9889-
dc.description.abstractThis paper presents a non-model based technique to detect, locate, and characterize structural damage by combining the impedance-based structural health monitoring technique with an artificial neural network. The impedance-based structural health monitoring technique, which utilizes the electromechanical coupling property of piezoelectric materials, has shown engineering feasibility in a variety of practical field applications. Relying on high frequency structural excitations (typically>30 kHz), this technique is very sensitive to minor structural changes in the near field of the piezoelectric sensors. In order to quantitatively assess the state of structures, two sets of artificial neural networks, which utilize measured electrical impedance signals for input patterns, were developed. By employing high frequency ranges and by incorporating neural network features, this technique is able to detect the damage in its early stage and to estimate the nature of damage without prior knowledge of the model of structures. The paper concludes with an experimental example, an investigation on a massive quarter scale model of a steel bridge section, in order to verify the performance of this proposed methodology.en
dc.format.extent510-515-
dc.language.isoeng-
dc.publisherSoc Experimental Mechanics Inc-
dc.sourceWeb of Science-
dc.titleStructural integrity identification based on smart materials and neural networksen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUNESP, Dept Mech Engn, BR-13385000 Ilha Solteira, SP, Brazil-
dc.description.affiliationUnespUNESP, Dept Mech Engn, BR-13385000 Ilha Solteira, SP, Brazil-
dc.identifier.wosWOS:000086462600077-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofImac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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