Design of reinforced concrete walls casted in place for the maximum normal stress of compression

Detalhes bibliográficos
Autor(a) principal: Braguim,T. C.
Data de Publicação: 2014
Outros Autores: Bittencourt,T. N.
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=S1983-41952014000300008
Resumo: It is important to evaluate which designing models are safe and appropriate to structural analysis of buildings constructed in Concrete Wall system. In this work it is evaluated, through comparison of maximum normal stress of compression, a simple numerical model, which represents the walls with frame elements, with another much more robust and refined, which represents the walls with shells elements. The designing of the normal stress of compression it is done for both cases, based on NBR 16055, to conclude if the wall thickness initially adopted, it is enough or not.
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spelling Design of reinforced concrete walls casted in place for the maximum normal stress of compressionreinforced concrete wallsnumerical modelsnormal stress of compressionIt is important to evaluate which designing models are safe and appropriate to structural analysis of buildings constructed in Concrete Wall system. In this work it is evaluated, through comparison of maximum normal stress of compression, a simple numerical model, which represents the walls with frame elements, with another much more robust and refined, which represents the walls with shells elements. The designing of the normal stress of compression it is done for both cases, based on NBR 16055, to conclude if the wall thickness initially adopted, it is enough or not.IBRACON - Instituto Brasileiro do Concreto2014-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300008Revista IBRACON de Estruturas e Materiais v.7 n.3 2014reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952014000300008info:eu-repo/semantics/openAccessBraguim,T. C.Bittencourt,T. N.eng2014-06-13T00:00:00Zoai:scielo:S1983-41952014000300008Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2014-06-13T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Design of reinforced concrete walls casted in place for the maximum normal stress of compression
title Design of reinforced concrete walls casted in place for the maximum normal stress of compression
spellingShingle Design of reinforced concrete walls casted in place for the maximum normal stress of compression
Braguim,T. C.
reinforced concrete walls
numerical models
normal stress of compression
title_short Design of reinforced concrete walls casted in place for the maximum normal stress of compression
title_full Design of reinforced concrete walls casted in place for the maximum normal stress of compression
title_fullStr Design of reinforced concrete walls casted in place for the maximum normal stress of compression
title_full_unstemmed Design of reinforced concrete walls casted in place for the maximum normal stress of compression
title_sort Design of reinforced concrete walls casted in place for the maximum normal stress of compression
author Braguim,T. C.
author_facet Braguim,T. C.
Bittencourt,T. N.
author_role author
author2 Bittencourt,T. N.
author2_role author
dc.contributor.author.fl_str_mv Braguim,T. C.
Bittencourt,T. N.
dc.subject.por.fl_str_mv reinforced concrete walls
numerical models
normal stress of compression
topic reinforced concrete walls
numerical models
normal stress of compression
description It is important to evaluate which designing models are safe and appropriate to structural analysis of buildings constructed in Concrete Wall system. In this work it is evaluated, through comparison of maximum normal stress of compression, a simple numerical model, which represents the walls with frame elements, with another much more robust and refined, which represents the walls with shells elements. The designing of the normal stress of compression it is done for both cases, based on NBR 16055, to conclude if the wall thickness initially adopted, it is enough or not.
publishDate 2014
dc.date.none.fl_str_mv 2014-06-01
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=S1983-41952014000300008
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300008
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952014000300008
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.7 n.3 2014
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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