dc.creatorVillalba, J. D.
dc.creatorLaier, J. E.
dc.date.accessioned2013-11-05T12:20:50Z
dc.date.accessioned2018-07-04T16:14:02Z
dc.date.available2013-11-05T12:20:50Z
dc.date.available2018-07-04T16:14:02Z
dc.date.created2013-11-05T12:20:50Z
dc.date.issued2012
dc.identifierADVANCES IN ENGINEERING SOFTWARE, OXFORD, v. 50, n. 47, supl. 1, Part 1, pp. 150-157, AUG, 2012
dc.identifier0965-9978
dc.identifierhttp://www.producao.usp.br/handle/BDPI/41335
dc.identifier10.1016/j.advengsoft.2012.02.002
dc.identifierhttp://dx.doi.org/10.1016/j.advengsoft.2012.02.002
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1633216
dc.description.abstractThis paper presents a structural damage detection methodology based on genetic algorithms and dynamic parameters. Three chromosomes are used to codify an individual in the population. The first and second chromosomes locate and quantify damage, respectively. The third permits the self-adaptation of the genetic parameters. The natural frequencies and mode shapes are used to formulate the objective function. A numerical analysis was performed for several truss structures under different damage scenarios. The results have shown that the methodology can reliably identify damage scenarios using noisy measurements and that it results in only a few misidentified elements. (C) 2012 Civil-Comp Ltd and Elsevier Ltd. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCI LTD
dc.publisherOXFORD
dc.relationADVANCES IN ENGINEERING SOFTWARE
dc.rightsCopyright ELSEVIER SCI LTD
dc.rightsclosedAccess
dc.subjectDYNAMIC PARAMETERS
dc.subjectDAMAGE DETECTION
dc.subjectGENETIC ALGORITHMS
dc.subjectTRUSS STRUCTURES
dc.subjectSELF-ADAPTATION
dc.subjectMULTI-CHROMOSOME
dc.titleLocalising and quantifying damage by means of a multi-chromosome genetic algorithm
dc.typeArtículos de revistas


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