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Influence of time delay and saturation capacity to the response of controlled structures under earthquake excitations

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dc.contributor.author Pnevmatikos, NG en
dc.contributor.author Gantes, CJ en
dc.date.accessioned 2014-03-01T01:35:52Z
dc.date.available 2014-03-01T01:35:52Z
dc.date.issued 2011 en
dc.identifier.issn 1738-1584 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/21229
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-81455154832&partnerID=40&md5=1a946914ef4f56180af92d35836ad2d5 en
dc.subject Earthquake engineering en
dc.subject Pole placement en
dc.subject Saturation control en
dc.subject Structural control en
dc.subject Structural dynamics en
dc.subject Time delay en
dc.subject.classification Engineering, Civil en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Instruments & Instrumentation en
dc.subject.other ACTIVE CONTROL en
dc.subject.other DESIGNS en
dc.title Influence of time delay and saturation capacity to the response of controlled structures under earthquake excitations en
heal.type journalArticle en
heal.language English en
heal.publicationDate 2011 en
heal.abstract During the last thirty years many structural control concepts have been proposed for the reduction of the structural response caused by earthquake excitations. Their research and implementation in practice have shown that seismic control of structures has a lot of potential but also many limitations. In this paper the importance of two practical issues, time delay and saturation effect, on the performance of controlled structures, is discussed. Their influence, both separately and in interaction, on the response of structures controlled by a modified pole placement algorithm is investigated. Characteristic buildings controlled by this algorithm and subjected to dynamic loads, such as harmonic signals and actual seismic events, are analyzed for a range of levels of time delay and saturation capacity of the control devices. The response reduction surfaces for the combined influence of time delay and force saturation of the controlled buildings are obtained. Conclusions regarding the choice of the control system and the desired properties of the control devices are drawn. en
heal.publisher TECHNO-PRESS en
heal.journalName Smart Structures and Systems en
dc.identifier.isi ISI:000297523500002 en
dc.identifier.volume 8 en
dc.identifier.issue 5 en
dc.identifier.spage 449 en
dc.identifier.epage 470 en


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