Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness

It presents the modeling and the identification of a one grade looseness structure, and also an active LQG comptroller's design, which is intended to reduce the structural vibrations of a floor, facing some seismic vibrations in its base. The controller uses as the source the first level strucu...

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Autores:
Tipo de recurso:
http://purl.org/coar/resource_type/c_6786
Fecha de publicación:
2017
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
spa
OAI Identifier:
oai:repositorio.uptc.edu.co:001/12161
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886
https://repositorio.uptc.edu.co/handle/001/12161
Palabra clave:
active mass damper
active comptroller
structural comptroller
LQG
modeling lineal motor
control activo
control estructural
LQG
modelado
motor lineal
Rights
License
Derechos de autor 2008 Ingeniería Investigación y Desarrollo
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spelling 2017-02-082024-07-05T18:47:38Z2024-07-05T18:47:38Zhttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886https://repositorio.uptc.edu.co/handle/001/12161It presents the modeling and the identification of a one grade looseness structure, and also an active LQG comptroller's design, which is intended to reduce the structural vibrations of a floor, facing some seismic vibrations in its base. The controller uses as the source the first level strucutre´s acceleration and its design is based upon the model and the structural system's identification, the one which was carried out. The model was verified by a simulation and experimentation, by exciting the structure at its base with the seismic waves provided by el centro and Armenia, and observing the realtive structure's acceleration decreases, which were up to 63.68% and the relative displacements lower than 1% in height.Presenta el modelado y  la  identificación de una estructura de un grado de libertad, así como el diseño de un controlador activo LQG que busca reducir  las vibraciones de la  estructura  de  un  piso  ante  excitaciones  sísmicas  en su  base.  El  controlador  usa  como  realimentación  la aceleración del primer nivel de la estructura y se diseña con base en el modelado y la identificación del sistema estructural  realizado.  El modelo  se  validó  experimentalmente  y  el  desempeño  del  sistema  de  control  se verificó en simulación y experimentalmente, excitando  la estructura  en  su  base  con  los  sismos  de  El  Centro  y Armenia,  observando  disminuciones  en  la  aceleración relativa de la estructura hasta en un 63,68% y desplazamientos  relativos  inferiores al 1% de  la altura.application/pdfspaspaUniversidad Pedagógica y Tecnológica de Colombia - UPTChttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886/885Derechos de autor 2008 Ingeniería Investigación y Desarrollohttp://purl.org/coar/access_right/c_abf287http://purl.org/coar/access_right/c_abf2Ingeniería Investigación y Desarrollo; Vol. 7 No. 2: julio-diciembre de 2008; 63-69Ingeniería Investigación y Desarrollo; Vol. 7 Núm. 2: julio-diciembre de 2008; 63-692422-43241900-771Xactive mass damperactive comptrollerstructural comptrollerLQGmodeling lineal motorcontrol activocontrol estructuralLQGmodeladomotor linealImplementation of a LQG controller for a structural model´s seismic protection with oe degree of slacknessImplementación de un controlador LQG para la protección sísmica de un modelo estructural de un grado de libertadinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_6786http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a370http://purl.org/coar/version/c_970fb48d4fbd8a85Coral, HoracioRosero, EstebanGómez, Daniel001/12161oai:repositorio.uptc.edu.co:001/121612025-07-18 11:25:54.339metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co
dc.title.en-US.fl_str_mv Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
dc.title.es-ES.fl_str_mv Implementación de un controlador LQG para la protección sísmica de un modelo estructural de un grado de libertad
title Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
spellingShingle Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
active mass damper
active comptroller
structural comptroller
LQG
modeling lineal motor
control activo
control estructural
LQG
modelado
motor lineal
title_short Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
title_full Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
title_fullStr Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
title_full_unstemmed Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
title_sort Implementation of a LQG controller for a structural model´s seismic protection with oe degree of slackness
dc.subject.en-US.fl_str_mv active mass damper
active comptroller
structural comptroller
LQG
modeling lineal motor
topic active mass damper
active comptroller
structural comptroller
LQG
modeling lineal motor
control activo
control estructural
LQG
modelado
motor lineal
dc.subject.es-ES.fl_str_mv control activo
control estructural
LQG
modelado
motor lineal
description It presents the modeling and the identification of a one grade looseness structure, and also an active LQG comptroller's design, which is intended to reduce the structural vibrations of a floor, facing some seismic vibrations in its base. The controller uses as the source the first level strucutre´s acceleration and its design is based upon the model and the structural system's identification, the one which was carried out. The model was verified by a simulation and experimentation, by exciting the structure at its base with the seismic waves provided by el centro and Armenia, and observing the realtive structure's acceleration decreases, which were up to 63.68% and the relative displacements lower than 1% in height.
publishDate 2017
dc.date.accessioned.none.fl_str_mv 2024-07-05T18:47:38Z
dc.date.available.none.fl_str_mv 2024-07-05T18:47:38Z
dc.date.none.fl_str_mv 2017-02-08
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6786
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a370
format http://purl.org/coar/resource_type/c_6786
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/12161
url https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886
https://repositorio.uptc.edu.co/handle/001/12161
dc.language.none.fl_str_mv spa
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/886/885
dc.rights.es-ES.fl_str_mv Derechos de autor 2008 Ingeniería Investigación y Desarrollo
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf287
rights_invalid_str_mv Derechos de autor 2008 Ingeniería Investigación y Desarrollo
http://purl.org/coar/access_right/c_abf287
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
dc.publisher.es-ES.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia - UPTC
dc.source.en-US.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 7 No. 2: julio-diciembre de 2008; 63-69
dc.source.es-ES.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 7 Núm. 2: julio-diciembre de 2008; 63-69
dc.source.none.fl_str_mv 2422-4324
1900-771X
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
repository.mail.fl_str_mv repositorio.uptc@uptc.edu.co
_version_ 1839633899635867648

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