<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/8FAFF4D7-6F2B-4550-9B60-BB9AD55F5EFC"><efrbr-work:titleOfTheWork>A prestressed tendon based passive control system for bridges</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/8FAFF4D7-6F2B-4550-9B60-BB9AD55F5EFC"><efrbr-expression:titleOfTheExpression>A prestressed tendon based passive control system for bridges</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">2015-10-11</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">1997</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>A new concept for passive control of bridges based on prestressed tendon systems is proposed and studied in this paper. It consists of a two-level prestressing cables system whereas permanent (dead) loads are relieved by the first level prestressing cables and moving loads together with excessive displacements are supported by the second level prestressing system. Advantages of using this system instead of classical active and passive control schemes are discussed. The structural analysis problem with the prestressed tendon controllers is formulated as an optimal control problem for structures governed by variational inequalities. Exact and simplified solution methods are considered. An engineering oriented design method is proposed and demonstrated by means of a numerical example.</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">6</efrbr-expression:note><efrbr-expression:note type="journal number">63</efrbr-expression:note><efrbr-expression:note type="page range">1165–1175</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
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://viaf.org/viaf/12548739"><efrbr-person:nameOfPerson vocabulary="VIAF">
            Michalópoulos, Andréas
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             E.C. Zacharenakis
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://viaf.org/viaf/15367004"><efrbr-person:nameOfPerson vocabulary="VIAF">
            Panagiotopoulos, P. D., 1950-
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            Elsevier
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            Applied mechanics
            Engineering, Mechanical
            mechanics applied
            applied mechanics
            engineering mechanical
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