Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions

Detalhes bibliográficos
Autor(a) principal: CHEREM,M.
Data de Publicação: 2017
Outros Autores: SILVA,V. PIGNATTA
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista IBRACON de Estruturas e Materiais
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451
Resumo: Abstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to correlate the ultimate limit state (ULS), in fire situation, with ULS at ambient temperature, for square cross sections under fire from all faces. To reach the purpose and give support to the numerical analysis of this article, a computer program, in Delphi language, called COL FIRE, is being developed by the authors.
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spelling Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditionsfirecolumnsultimate limit stateULSinteraction diagramAbstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to correlate the ultimate limit state (ULS), in fire situation, with ULS at ambient temperature, for square cross sections under fire from all faces. To reach the purpose and give support to the numerical analysis of this article, a computer program, in Delphi language, called COL FIRE, is being developed by the authors.IBRACON - Instituto Brasileiro do Concreto2017-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451Revista IBRACON de Estruturas e Materiais v.10 n.2 2017reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952017000200009info:eu-repo/semantics/openAccessCHEREM,M.SILVA,V. PIGNATTAeng2017-06-08T00:00:00Zoai:scielo:S1983-41952017000200451Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2017-06-08T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
title Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
spellingShingle Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
CHEREM,M.
fire
columns
ultimate limit state
ULS
interaction diagram
title_short Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
title_full Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
title_fullStr Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
title_full_unstemmed Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
title_sort Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
author CHEREM,M.
author_facet CHEREM,M.
SILVA,V. PIGNATTA
author_role author
author2 SILVA,V. PIGNATTA
author2_role author
dc.contributor.author.fl_str_mv CHEREM,M.
SILVA,V. PIGNATTA
dc.subject.por.fl_str_mv fire
columns
ultimate limit state
ULS
interaction diagram
topic fire
columns
ultimate limit state
ULS
interaction diagram
description Abstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to correlate the ultimate limit state (ULS), in fire situation, with ULS at ambient temperature, for square cross sections under fire from all faces. To reach the purpose and give support to the numerical analysis of this article, a computer program, in Delphi language, called COL FIRE, is being developed by the authors.
publishDate 2017
dc.date.none.fl_str_mv 2017-04-01
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=S1983-41952017000200451
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952017000200009
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 IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv Revista IBRACON de Estruturas e Materiais v.10 n.2 2017
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
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instname_str Instituto Brasileiro do Concreto (IBRACON)
instacron_str IBRACON
institution IBRACON
reponame_str Revista IBRACON de Estruturas e Materiais
collection Revista IBRACON de Estruturas e Materiais
repository.name.fl_str_mv Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)
repository.mail.fl_str_mv editores.riem@gmail.com||arlene@ibracon.org.br
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