Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building

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This research covers a comparison between different configurations for the application of Restricted Buckling Brace (BRB) through the dynamic analysis of an irregular building that does not comply with the maximum drifts in one of its directions and is reinforced with the different distributions. Th...

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Detalles Bibliográficos
Autores: Orellana, Gianjairo M., Ramos, Brithney C., Velásquez, Francisco, Casas, Joan R., Delgadillo, Rick M.
Formato: artículo
Fecha de Publicación:2024
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/676160
Enlace del recurso:http://hdl.handle.net/10757/676160
Nivel de acceso:acceso abierto
Materia:BRB
BRB configurations
buckling restrained brace
dynamic analysis
inelastic drifts
Latin America
reinforced concrete
structural reinforcement
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dc.title.es_PE.fl_str_mv Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
title Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
spellingShingle Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
Orellana, Gianjairo M.
BRB
BRB configurations
buckling restrained brace
dynamic analysis
inelastic drifts
Latin America
reinforced concrete
structural reinforcement
title_short Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
title_full Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
title_fullStr Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
title_full_unstemmed Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
title_sort Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
author Orellana, Gianjairo M.
author_facet Orellana, Gianjairo M.
Ramos, Brithney C.
Velásquez, Francisco
Casas, Joan R.
Delgadillo, Rick M.
author_role author
author2 Ramos, Brithney C.
Velásquez, Francisco
Casas, Joan R.
Delgadillo, Rick M.
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Orellana, Gianjairo M.
Ramos, Brithney C.
Velásquez, Francisco
Casas, Joan R.
Delgadillo, Rick M.
dc.subject.es_PE.fl_str_mv BRB
BRB configurations
buckling restrained brace
dynamic analysis
inelastic drifts
Latin America
reinforced concrete
structural reinforcement
topic BRB
BRB configurations
buckling restrained brace
dynamic analysis
inelastic drifts
Latin America
reinforced concrete
structural reinforcement
description This research covers a comparison between different configurations for the application of Restricted Buckling Brace (BRB) through the dynamic analysis of an irregular building that does not comply with the maximum drifts in one of its directions and is reinforced with the different distributions. The reinforcement with BRB was achieved with the three distributions analyzed and the guidelines of the Peruvian standard E.030 2018 were met. In that sense, the reduction of the maximum inelastic story drifts with the BRB V configuration was 25.64%. The reduction of maximum inelastic story drifts with the Inverted BRB V configuration was 27.92%. While the reduction of maximum inelastic story drifts with the BRB X configuration was 28.71%. Thus, the configuration with the best results was the BRB in X.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-10-19T10:56:35Z
dc.date.available.none.fl_str_mv 2024-10-19T10:56:35Z
dc.date.issued.fl_str_mv 2024-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.doi.none.fl_str_mv 10.11159/iccste24.248
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/676160
dc.identifier.eissn.none.fl_str_mv 23693002
dc.identifier.journal.es_PE.fl_str_mv International Conference on Civil, Structural and Transportation Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-85200390585
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85200390585
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.11159/iccste24.248
23693002
International Conference on Civil, Structural and Transportation Engineering
2-s2.0-85200390585
SCOPUS_ID:85200390585
0000 0001 2196 144X
url http://hdl.handle.net/10757/676160
dc.language.iso.es_PE.fl_str_mv eng
language eng
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rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
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dc.publisher.es_PE.fl_str_mv Avestia Publishing
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dc.source.journaltitle.none.fl_str_mv International Conference on Civil, Structural and Transportation Engineering
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In that sense, the reduction of the maximum inelastic story drifts with the BRB V configuration was 25.64%. The reduction of maximum inelastic story drifts with the Inverted BRB V configuration was 27.92%. While the reduction of maximum inelastic story drifts with the BRB X configuration was 28.71%. 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Spectral Dynamic Analysis of Buckling Restrained Brace (BRB) Configurations in an Irregular Building
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