OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista Interdisciplinar de Pesquisa em Engenharia |
Texto Completo: | https://periodicos.unb.br/index.php/ripe/article/view/21635 |
Resumo: | This paper presents a methodology to improve installation of friction dampers in civil structures. The proposed methodology involves a metaheuristic optimization technique called Firefly Algorithm linked with a computational routine based in the Finite Differences Method to carry out the simultaneous optimization of the friction forces and positions of friction dampers. The proposed method is illustrated in a ten-story shear building, that is, the method finds the best stories to locate the dampers with optimal mechanical parameters. The objective function used in this study is to minimize the maximum inter-story drift of the tenstory shear building, which is located in Cúcuta, Colombia. For this purpose, the authors used the NSR-10 (Colombian Seismic Code). |
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Revista Interdisciplinar de Pesquisa em Engenharia |
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OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROLOptimization. Seismic passive control. Friction dampers.This paper presents a methodology to improve installation of friction dampers in civil structures. The proposed methodology involves a metaheuristic optimization technique called Firefly Algorithm linked with a computational routine based in the Finite Differences Method to carry out the simultaneous optimization of the friction forces and positions of friction dampers. The proposed method is illustrated in a ten-story shear building, that is, the method finds the best stories to locate the dampers with optimal mechanical parameters. The objective function used in this study is to minimize the maximum inter-story drift of the tenstory shear building, which is located in Cúcuta, Colombia. For this purpose, the authors used the NSR-10 (Colombian Seismic Code).Programa de Pós-Graduação em Integridade de Materiais da Engenharia2017-01-19info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.unb.br/index.php/ripe/article/view/2163510.26512/ripe.v2i13.21635Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 2 No. 13 (2016): VIBRATION CONTROL; 69-82Revista Interdisciplinar de Pesquisa em Engenharia; v. 2 n. 13 (2016): VIBRATION CONTROL; 69-822447-6102reponame:Revista Interdisciplinar de Pesquisa em Engenhariainstname:Universidade de Brasília (UnB)instacron:UNBenghttps://periodicos.unb.br/index.php/ripe/article/view/21635/19950Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPEinfo:eu-repo/semantics/openAccessOntiveros-Pérez, Sergio PastorFadel Miguel, Letícia FleckFadel Miguel, Leandro Fleck2019-06-16T02:07:23Zoai:ojs.pkp.sfu.ca:article/21635Revistahttps://periodicos.unb.br/index.php/ripePUBhttps://periodicos.unb.br/index.php/ripe/oaianflor@unb.br2447-61022447-6102opendoar:2019-06-16T02:07:23Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB)false |
dc.title.none.fl_str_mv |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
title |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
spellingShingle |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL Ontiveros-Pérez, Sergio Pastor Optimization. Seismic passive control. Friction dampers. |
title_short |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
title_full |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
title_fullStr |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
title_full_unstemmed |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
title_sort |
OPTIMAL LOCATION OF OPTIMIZED FRICTION DAMPERS IN CIVIL STRUCTURES FOR THE SEISMIC PASSIVE CONTROL |
author |
Ontiveros-Pérez, Sergio Pastor |
author_facet |
Ontiveros-Pérez, Sergio Pastor Fadel Miguel, Letícia Fleck Fadel Miguel, Leandro Fleck |
author_role |
author |
author2 |
Fadel Miguel, Letícia Fleck Fadel Miguel, Leandro Fleck |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Ontiveros-Pérez, Sergio Pastor Fadel Miguel, Letícia Fleck Fadel Miguel, Leandro Fleck |
dc.subject.por.fl_str_mv |
Optimization. Seismic passive control. Friction dampers. |
topic |
Optimization. Seismic passive control. Friction dampers. |
description |
This paper presents a methodology to improve installation of friction dampers in civil structures. The proposed methodology involves a metaheuristic optimization technique called Firefly Algorithm linked with a computational routine based in the Finite Differences Method to carry out the simultaneous optimization of the friction forces and positions of friction dampers. The proposed method is illustrated in a ten-story shear building, that is, the method finds the best stories to locate the dampers with optimal mechanical parameters. The objective function used in this study is to minimize the maximum inter-story drift of the tenstory shear building, which is located in Cúcuta, Colombia. For this purpose, the authors used the NSR-10 (Colombian Seismic Code). |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017-01-19 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://periodicos.unb.br/index.php/ripe/article/view/21635 10.26512/ripe.v2i13.21635 |
url |
https://periodicos.unb.br/index.php/ripe/article/view/21635 |
identifier_str_mv |
10.26512/ripe.v2i13.21635 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
https://periodicos.unb.br/index.php/ripe/article/view/21635/19950 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPE info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPE |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Programa de Pós-Graduação em Integridade de Materiais da Engenharia |
publisher.none.fl_str_mv |
Programa de Pós-Graduação em Integridade de Materiais da Engenharia |
dc.source.none.fl_str_mv |
Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 2 No. 13 (2016): VIBRATION CONTROL; 69-82 Revista Interdisciplinar de Pesquisa em Engenharia; v. 2 n. 13 (2016): VIBRATION CONTROL; 69-82 2447-6102 reponame:Revista Interdisciplinar de Pesquisa em Engenharia instname:Universidade de Brasília (UnB) instacron:UNB |
instname_str |
Universidade de Brasília (UnB) |
instacron_str |
UNB |
institution |
UNB |
reponame_str |
Revista Interdisciplinar de Pesquisa em Engenharia |
collection |
Revista Interdisciplinar de Pesquisa em Engenharia |
repository.name.fl_str_mv |
Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB) |
repository.mail.fl_str_mv |
anflor@unb.br |
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1798315226588774400 |