<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/E3804C1D-C1A2-4245-ABBC-D6EC1FC0900B"><efrbr-work:titleOfTheWork>A genetically optimized neural classifier applied to numerical pile integrity tests considering concrete piles</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/E3804C1D-C1A2-4245-ABBC-D6EC1FC0900B"><efrbr-expression:titleOfTheExpression>A genetically optimized neural classifier applied to numerical pile integrity tests considering concrete piles</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2018-11-16</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2016</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>A genetically optimized neural detector is utilized for the identification of structural defects in concrete piles. The proposed methodology is applied on numerically generated data, involving two major defect types. A coupled finite element and scaled boundary finite element method approach is used to model the pile and its surrounding soil. The oscillation patterns, produced on the surface of the pile, depend strongly on the introduced defect type. The proposed defect detection system provides information about the type and the placement of the defect(s), given the surface's oscillation patterns.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">Computers and Structures</efrbr-expression:note><efrbr-expression:note type="journal volume">162</efrbr-expression:note><efrbr-expression:note type="page range">68-79</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~eprotopapadakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Protopapadakis Eftychios
            Πρωτοπαπαδακης Ευτυχιος
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            Schauer Marco
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            Pierri Erika
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            Doulamis Anastasios
            Δουλαμης Αναστασιος
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            Stavroulakis Georgios
            Σταυρουλακης Γεωργιος
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            Böhrnsen, Jens Uwe
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            Langer Sabine Christine
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            Elsevier
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            Impact-echo
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            Island genetic algorithm
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            Low strain method
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            Neural networks optimization
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            Pile integrity test
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            Scaled boundary finite element method
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