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Non-linear hysteric behavior of an sdof frame controlled by a tuned mass damper

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dc.contributor.authorFolhento, Pedro Leonel Pamplona
dc.contributor.authorBraz-César, Manuel
dc.contributor.authorPaula, António Miguel
dc.contributor.authorBarros, Rui
dc.date.accessioned2020-05-04T09:25:06Z
dc.date.available2020-05-04T09:25:06Z
dc.date.issued2019
dc.description.abstractThe presence of dynamic loads, such as seismic and wind excitations in framed building structures requires the structural control of the consequent lateral displacements in the structure. This control can be made by the implementation of a vibration control system. This paper presents an investigation about the influence that the presence of infill walls in a system with one degree of freedom (SDOF), has on the control action of a passive vibration control system, a Tuned Mass Damper, and vice-versa. A Macro-Simulink model is implemented with the goal of simulate the hysteretic behavior of the infill wall subjected to cyclic loading, contemplating the stiffness and strength degradation and the pinching effect. Numerical results will be presented and discussed, regarding the assessment of the influence that the hysteretic behavior of the infill wall has on the structure.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationFolhento, Pedro; Braz-César, M.T.; Paula, António Miguel; Barros, Rui (2019). Non-linear hysteric behavior of an sdof frame controlled by a tuned mass damper. In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Crete. p. 3510-3530.pt_PT
dc.identifier.doi10.7712/120119.7164.21067pt_PT
dc.identifier.issn2623-3347
dc.identifier.urihttp://hdl.handle.net/10198/21896
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectNon-linearpt_PT
dc.subjectHysteretic behaviorpt_PT
dc.subjectStructural controlpt_PT
dc.subjectPassive systemspt_PT
dc.subjectTuned mass dampers (TMD)pt_PT
dc.titleNon-linear hysteric behavior of an sdof frame controlled by a tuned mass damperpt_PT
dc.typeconference paper
dspace.entity.typePublication
oaire.citation.conferencePlaceCrete, Greecept_PT
oaire.citation.endPage3530pt_PT
oaire.citation.startPage3510pt_PT
oaire.citation.title7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineeringpt_PT
person.familyNameBraz-César
person.familyNamePaula
person.givenNameManuel
person.givenNameAntónio Miguel
person.identifier.ciencia-id5C10-B764-22E3
person.identifier.ciencia-idD115-1763-07B0
person.identifier.orcid0000-0001-5640-0714
person.identifier.orcid0000-0003-4788-8644
person.identifier.scopus-author-id53663179600
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT
relation.isAuthorOfPublicationa99f08f6-5b97-4571-a6e4-07dee53fb527
relation.isAuthorOfPublication0c3fd9de-f48a-4789-b77f-2a96c704621f
relation.isAuthorOfPublication.latestForDiscoverya99f08f6-5b97-4571-a6e4-07dee53fb527

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