Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/23144
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dc.contributor.authorKoutsoloukas, Lefteris-
dc.contributor.authorNikitas, Nikolaos-
dc.contributor.authorAristidou, Petros-
dc.contributor.authorMeinhardt, Christian-
dc.date.accessioned2021-09-29T12:07:58Z-
dc.date.available2021-09-29T12:07:58Z-
dc.date.issued2020-11-
dc.identifier.citationInternational Conference on Structural Dynamic, 2020, 23-26 November, Athens, Greeceen_US
dc.identifier.isbn9786188507203-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/23144-
dc.description.abstractThis paper considers different vibration control options for a real high-rise tower subjected to real wind loading. To mitigate excessive responses, the tower utilizes a hybrid passive - active control system with a relatively small actuator capacity. Firstly, the methodology for establishing a reduced order numerical model of the tower from a finite element realization is presented. Subsequently, to deal with physical constraints, a Model Predictive Control (MPC) algorithm is employed and compared to a more conventional Linear Quadratic Regulator (LQR). In both cases, the algorithms managed to keep the dynamic displacements within the set desired limit. It was concluded that, the MPC had a better performance when compared to the LQR in terms of peak amplitudes at the expense though of energy.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© The Authorsen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectActive/Hybrid mass damperen_US
dc.subjectModel predictive controlen_US
dc.subjectStructural dynamicsen_US
dc.subjectTall buildingsen_US
dc.subjectVibration mitigationen_US
dc.titleControl law and actuator capacity effect on the dynamic performance of a hybrid mass damper; the case of rottweil toweren_US
dc.typeConference Papersen_US
dc.collaborationUniversity of Leedsen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationGERB Vibration Control Systemsen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryCyprusen_US
dc.countryUnited Kingdomen_US
dc.countryGermanyen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceInternational Conference on Structural Dynamicen_US
dc.identifier.doi10.47964/1120.9115.19241en_US
dc.identifier.scopus2-s2.0-85099728458-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85099728458-
cut.common.academicyear2020-2021en_US
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
crisitem.author.deptDepartment of Electrical Engineering, Computer Engineering and Informatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0003-4429-0225-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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