Effect of wind in the design of reinforced concrete buildings

Detalhes bibliográficos
Autor(a) principal: Tapajós,L.S.
Data de Publicação: 2016
Outros Autores: Ferreira,J. A .T., Lima Neto,A. F., Teixeira,M. R., Ferreira,M. P.
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=S1983-41952016000600883
Resumo: ABSTRACT This paper presents the results from a parametric study carried in order to quantify how far errors in the design stage related to the consideration of the wind action may put at risk the response and safety of reinforced concrete buildings. Using an architectural model as reference and varying the number of floors of the building, the structural safety was evaluated as a function of the wind action intensity. Results showed that even for low-rise buildings, with 10 floors, ignoring the wind action can significantly jeopardize their behaviour and safety. Yet, for slenderer buildings, up to 30 floors, it can lead to catastrophic results, as the ruin of the structure by progressive collapse.
id IBRACON-1_4d86516644ffd328dda576051aacdf58
oai_identifier_str oai:scielo:S1983-41952016000600883
network_acronym_str IBRACON-1
network_name_str Revista IBRACON de Estruturas e Materiais
repository_id_str
spelling Effect of wind in the design of reinforced concrete buildingswindcolumnsreinforced concretebuildingsABSTRACT This paper presents the results from a parametric study carried in order to quantify how far errors in the design stage related to the consideration of the wind action may put at risk the response and safety of reinforced concrete buildings. Using an architectural model as reference and varying the number of floors of the building, the structural safety was evaluated as a function of the wind action intensity. Results showed that even for low-rise buildings, with 10 floors, ignoring the wind action can significantly jeopardize their behaviour and safety. Yet, for slenderer buildings, up to 30 floors, it can lead to catastrophic results, as the ruin of the structure by progressive collapse.IBRACON - Instituto Brasileiro do Concreto2016-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000600883Revista IBRACON de Estruturas e Materiais v.9 n.6 2016reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952016000600005info:eu-repo/semantics/openAccessTapajós,L.S.Ferreira,J. A .T.Lima Neto,A. F.Teixeira,M. R.Ferreira,M. P.eng2017-01-13T00:00:00Zoai:scielo:S1983-41952016000600883Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2017-01-13T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Effect of wind in the design of reinforced concrete buildings
title Effect of wind in the design of reinforced concrete buildings
spellingShingle Effect of wind in the design of reinforced concrete buildings
Tapajós,L.S.
wind
columns
reinforced concrete
buildings
title_short Effect of wind in the design of reinforced concrete buildings
title_full Effect of wind in the design of reinforced concrete buildings
title_fullStr Effect of wind in the design of reinforced concrete buildings
title_full_unstemmed Effect of wind in the design of reinforced concrete buildings
title_sort Effect of wind in the design of reinforced concrete buildings
author Tapajós,L.S.
author_facet Tapajós,L.S.
Ferreira,J. A .T.
Lima Neto,A. F.
Teixeira,M. R.
Ferreira,M. P.
author_role author
author2 Ferreira,J. A .T.
Lima Neto,A. F.
Teixeira,M. R.
Ferreira,M. P.
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Tapajós,L.S.
Ferreira,J. A .T.
Lima Neto,A. F.
Teixeira,M. R.
Ferreira,M. P.
dc.subject.por.fl_str_mv wind
columns
reinforced concrete
buildings
topic wind
columns
reinforced concrete
buildings
description ABSTRACT This paper presents the results from a parametric study carried in order to quantify how far errors in the design stage related to the consideration of the wind action may put at risk the response and safety of reinforced concrete buildings. Using an architectural model as reference and varying the number of floors of the building, the structural safety was evaluated as a function of the wind action intensity. Results showed that even for low-rise buildings, with 10 floors, ignoring the wind action can significantly jeopardize their behaviour and safety. Yet, for slenderer buildings, up to 30 floors, it can lead to catastrophic results, as the ruin of the structure by progressive collapse.
publishDate 2016
dc.date.none.fl_str_mv 2016-12-01
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=S1983-41952016000600883
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000600883
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952016000600005
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.9 n.6 2016
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
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
_version_ 1754193605156667392

Registros relacionados