<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/7323D292-D722-4C76-B58E-4A90BBBBBE77"><efrbr-work:titleOfTheWork>H∞ control for smart multistorey building structures  </efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/7323D292-D722-4C76-B58E-4A90BBBBBE77"><efrbr-expression:titleOfTheExpression>H∞ control for smart multistorey building structures  </efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Αφίσα σε Συνέδριο
            Conference Poster
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-10-13</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2004</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>A dynamic model for multistorey buildings under external excitations is presented. Structured uncertainties are considered to reflect the errors between the model and the reality. H∞ optimal control for the active control structure is implemented. The H∞ norm of the transfer function from the disturbances to the errors is minimized. Numerical techniques, which have been done with the help of MATLAB routines, are applied to solve the arising structural control problem.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="conference name">XXI International Congress of Theoretical and Applied Mechanics</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~gestavroulakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stavroulakis Georgios
            Σταυρουλακης Γεωργιος
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            Daniela Marinova
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            Applied mechanics
            Engineering, Mechanical
            mechanics applied
            applied mechanics
            engineering mechanical
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