Seismic fragility assessment of typical bridges in Northeastern Brazil
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504 |
Resumo: | Abstract This paper presents a seismic fragility assessment of bridges commonly found in Northeastern Brazil. A generic three-dimensional nonlinear finite-element model is generated in OpenSees to enable variation of geometric features and component modeling. A parametric analysis is performed to evaluate the impact of the geometric and physical variations of the bridge inventory on the seismic behavior of the structures. Nonlinear time-history analyses using four sets of natural earthquake records are performed to obtain the Probabilistic Seismic Demand Model for the bridges. Capacity models are adopted according to previous studies to be combined with demand models to generate fragility functions. This article helps the decision markers to predict the seismic behavior of typical bridges in Northeastern Brazil, which enables the evaluation of risk mitigation methods. |
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Latin American journal of solids and structures (Online) |
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Seismic fragility assessment of typical bridges in Northeastern Brazilseismic demandfragility functionsparametric analysisearthquake engineeringvulnerability assessmentAbstract This paper presents a seismic fragility assessment of bridges commonly found in Northeastern Brazil. A generic three-dimensional nonlinear finite-element model is generated in OpenSees to enable variation of geometric features and component modeling. A parametric analysis is performed to evaluate the impact of the geometric and physical variations of the bridge inventory on the seismic behavior of the structures. Nonlinear time-history analyses using four sets of natural earthquake records are performed to obtain the Probabilistic Seismic Demand Model for the bridges. Capacity models are adopted according to previous studies to be combined with demand models to generate fragility functions. This article helps the decision markers to predict the seismic behavior of typical bridges in Northeastern Brazil, which enables the evaluation of risk mitigation methods.Associação Brasileira de Ciências Mecânicas2022-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504Latin American Journal of Solids and Structures v.19 n.5 2022reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78257062info:eu-repo/semantics/openAccessCavalcante,Gustavo Henrique FerreiraPereira,Eduardo Marques VieiraRodrigues,Isabela DurciVieira Júnior,Luiz Carlos MarcosPadgett,Jamie EllenSiqueira,Gustavo Henriqueeng2022-08-05T00:00:00Zoai:scielo:S1679-78252022000500504Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2022-08-05T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
title |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
spellingShingle |
Seismic fragility assessment of typical bridges in Northeastern Brazil Cavalcante,Gustavo Henrique Ferreira seismic demand fragility functions parametric analysis earthquake engineering vulnerability assessment |
title_short |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
title_full |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
title_fullStr |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
title_full_unstemmed |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
title_sort |
Seismic fragility assessment of typical bridges in Northeastern Brazil |
author |
Cavalcante,Gustavo Henrique Ferreira |
author_facet |
Cavalcante,Gustavo Henrique Ferreira Pereira,Eduardo Marques Vieira Rodrigues,Isabela Durci Vieira Júnior,Luiz Carlos Marcos Padgett,Jamie Ellen Siqueira,Gustavo Henrique |
author_role |
author |
author2 |
Pereira,Eduardo Marques Vieira Rodrigues,Isabela Durci Vieira Júnior,Luiz Carlos Marcos Padgett,Jamie Ellen Siqueira,Gustavo Henrique |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Cavalcante,Gustavo Henrique Ferreira Pereira,Eduardo Marques Vieira Rodrigues,Isabela Durci Vieira Júnior,Luiz Carlos Marcos Padgett,Jamie Ellen Siqueira,Gustavo Henrique |
dc.subject.por.fl_str_mv |
seismic demand fragility functions parametric analysis earthquake engineering vulnerability assessment |
topic |
seismic demand fragility functions parametric analysis earthquake engineering vulnerability assessment |
description |
Abstract This paper presents a seismic fragility assessment of bridges commonly found in Northeastern Brazil. A generic three-dimensional nonlinear finite-element model is generated in OpenSees to enable variation of geometric features and component modeling. A parametric analysis is performed to evaluate the impact of the geometric and physical variations of the bridge inventory on the seismic behavior of the structures. Nonlinear time-history analyses using four sets of natural earthquake records are performed to obtain the Probabilistic Seismic Demand Model for the bridges. Capacity models are adopted according to previous studies to be combined with demand models to generate fragility functions. This article helps the decision markers to predict the seismic behavior of typical bridges in Northeastern Brazil, which enables the evaluation of risk mitigation methods. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78257062 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.19 n.5 2022 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302891000070144 |