Tall building vibratión control using a tm-mr damper assembly

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free-plan tall building in Santiago, Chile, equipped with two 160-ton tuned masses. Cyclic as well as hybrid simulation tests were...

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Detalles Bibliográficos
Autor: ZEMP, RENE
Tipo de recurso: tesis de maestría
Estado:Versión publicada
Fecha de publicación:2008
País:Chile
Idioma:español
OAI Identifier:oai:repositorio.anid.cl:10533/112448
Acceso en línea:https://hdl.handle.net/10533/112448
Access Level:acceso abierto
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repository_id_str
spelling PONTIFICIA UNIVERSIDAD CATOLICA DE CHILEZEMP, RENE2008https://hdl.handle.net/10533/112448http://purl.org/coar/access_right/c_abf2Tall building vibratión control using a tm-mr damper assemblyDE LA LLERA-MARTIN, JUAN CARLOSPONTIFICIA UNIVERSIDAD CATOLICA DE CHILECHLZEMP, RENE2016-08-10T20:08:01Z2022-08-22T17:15:46Z2016-08-10T20:08:01Z2022-08-22T17:15:46Z2008This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free-plan tall building in Santiago, Chile, equipped with two 160-ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull-back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull-back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation.FONDEFMASTER INGENIERIAFONDEFTERMINADAD07I1006https://hdl.handle.net/10533/112448spainstname: Conicytreponame: Repositorio Digital RI2.0info:eu-repo/grantAgreement/Fondef/D07I1006info:eu-repo/semantics/dataset/hdl.handle.net/10533/93488Atribución-NoComenrcial-SinDerivadas 3.0 Chileinfo:eu-repo/semantics/openAccessTall building vibratión control using a tm-mr damper assemblyTesis Magísterinfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/publishedVersionTesisTesishttps://hdl.handle.net/10533/112448FONDEF0e2311b7-8617-4d7e-a691-aa17beebed89virtual::62373-10e2311b7-8617-4d7e-a691-aa17beebed89virtual::62373-110533/112448oai:repositorio.anid.cl:10533/1124482023-07-24 17:38:21.375https://repositorio.anid.clRepositorio ANIDaletelier@anid.cl
dc.title.none.fl_str_mv Tall building vibratión control using a tm-mr damper assembly
title Tall building vibratión control using a tm-mr damper assembly
spellingShingle Tall building vibratión control using a tm-mr damper assembly
ZEMP, RENE
title_short Tall building vibratión control using a tm-mr damper assembly
title_full Tall building vibratión control using a tm-mr damper assembly
title_fullStr Tall building vibratión control using a tm-mr damper assembly
title_full_unstemmed Tall building vibratión control using a tm-mr damper assembly
title_sort Tall building vibratión control using a tm-mr damper assembly
dc.creator.none.fl_str_mv ZEMP, RENE
author ZEMP, RENE
author_facet ZEMP, RENE
author_role author
dc.contributor.advisor.none.fl_str_mv DE LA LLERA-MARTIN, JUAN CARLOS
dc.contributor.institution.none.fl_str_mv PONTIFICIA UNIVERSIDAD CATOLICA DE CHILE
description This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free-plan tall building in Santiago, Chile, equipped with two 160-ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull-back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull-back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation.
publishDate 2008
dc.date.issued.none.fl_str_mv 2008
dc.date.accessioned.none.fl_str_mv 2016-08-10T20:08:01Z
2022-08-22T17:15:46Z
dc.date.available.none.fl_str_mv 2016-08-10T20:08:01Z
2022-08-22T17:15:46Z
dc.type.none.fl_str_mv Tesis Magíster
dc.type.driver.none.fl_str_mv info:eu-repo/semantics/masterThesis
dc.type.openaire.none.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.tesis.none.fl_str_mv Tesis
format masterThesis
status_str publishedVersion
dc.identifier.folio.none.fl_str_mv D07I1006
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10533/112448
identifier_str_mv D07I1006
url https://hdl.handle.net/10533/112448
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv instname: Conicyt
reponame: Repositorio Digital RI2.0
dc.relation.projectid.none.fl_str_mv info:eu-repo/grantAgreement/Fondef/D07I1006
dc.relation.set.none.fl_str_mv info:eu-repo/semantics/dataset/hdl.handle.net/10533/93488
dc.rights.none.fl_str_mv Atribución-NoComenrcial-SinDerivadas 3.0 Chile
dc.rights.driver.none.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComenrcial-SinDerivadas 3.0 Chile
eu_rights_str_mv openAccess
repository.name.fl_str_mv Repositorio ANID
repository.mail.fl_str_mv aletelier@anid.cl
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score 15.812429

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