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Passive control of bridges

Stavroulakis Georgios, Michalopoulos Alexandros, Nikolaïdis, Efthymios, Baniotopoulos, C.C

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URIhttp://purl.tuc.gr/dl/dias/20507AE0-3515-4CBF-AD45-2FCF3DD61821-
Languageen-
Extent12 pagesen
TitlePassive control of bridgesen
CreatorStavroulakis Georgiosen
CreatorΣταυρουλακης Γεωργιοςel
CreatorMichalopoulos Alexandrosen
CreatorΜιχαλοπουλος Αλεξανδροςel
CreatorNikolaïdis, Efthymiosen
CreatorBaniotopoulos, C.Cen
Content SummaryIn the design of bridges with large spans, the significant values of the moments at the main deck-structure require very heavy members, either in the case of a beam or a truss deck-structure. In order to minimize the influence of bending moments, several applications of passive control of displacements using cable nets are herein proposed. The base for all the proposed systems is the cables supported beam nets with additional prestressing control on support cables to optimize the structural behavior of the system. The passive control design problem leads to an optimal control problem for structures governed by variational inequalities. In this presentation several bridge systems are proposed and studied as applications of this methoden
Type of ItemPeer-Reviewed Journal Publicationen
Type of ItemΔημοσίευση σε Περιοδικό με Κριτέςel
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-12-
Date of Publication2015-
SubjectApplied mechanicsen
SubjectEngineering, Mechanicalen
Subjectmechanics applieden
Subjectapplied mechanicsen
Subjectengineering mechanicalen
Bibliographic CitationA. Michalopoulos , Th. Nikolaidis , G. E. Stavroulakis , C.C.Baniotopoulos ,"Jordan Journal of Civil Engineering ," vol.1,no2,pp.173-185, 2007.en

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