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Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings

Bibliographic Details
Main Author: Ellwanger,R. J.
Publication Date: 2013
Format: Article
Language: eng
Source: Revista IBRACON de Estruturas e Materiais
Download full: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500006
Summary: This work aims to investigate the floors number influence on the instability parameter limit α1 of buildings braced by reinforced concrete walls and/or cores. Initially, it is showed how the Beck and König discrete and continuous models are utilized in order to define when a second order analysis is needed. The treatment given to this subject by the Brazilian code for concrete structures design (NBR 6118) is also presented. It follows a detailed analytical study that led to the derivation of equations for the limit α1 as functions of the floors number; a series of examples is presented to check their accuracy. Results are analyzed, showing the precision degree achieved and topics for continuity of research in this field are indicated.
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spelling Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildingsinstabilitybracing structuressecond order analysisThis work aims to investigate the floors number influence on the instability parameter limit α1 of buildings braced by reinforced concrete walls and/or cores. Initially, it is showed how the Beck and König discrete and continuous models are utilized in order to define when a second order analysis is needed. The treatment given to this subject by the Brazilian code for concrete structures design (NBR 6118) is also presented. It follows a detailed analytical study that led to the derivation of equations for the limit α1 as functions of the floors number; a series of examples is presented to check their accuracy. Results are analyzed, showing the precision degree achieved and topics for continuity of research in this field are indicated.IBRACON - Instituto Brasileiro do Concreto2013-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500006Revista IBRACON de Estruturas e Materiais v.6 n.5 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000500006info:eu-repo/semantics/openAccessEllwanger,R. J.eng2015-07-02T00:00:00Zoai:scielo:S1983-41952013000500006Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2015-07-02T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
title Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
spellingShingle Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
Ellwanger,R. J.
instability
bracing structures
second order analysis
title_short Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
title_full Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
title_fullStr Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
title_full_unstemmed Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
title_sort Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
author Ellwanger,R. J.
author_facet Ellwanger,R. J.
author_role author
dc.contributor.author.fl_str_mv Ellwanger,R. J.
dc.subject.por.fl_str_mv instability
bracing structures
second order analysis
topic instability
bracing structures
second order analysis
description This work aims to investigate the floors number influence on the instability parameter limit α1 of buildings braced by reinforced concrete walls and/or cores. Initially, it is showed how the Beck and König discrete and continuous models are utilized in order to define when a second order analysis is needed. The treatment given to this subject by the Brazilian code for concrete structures design (NBR 6118) is also presented. It follows a detailed analytical study that led to the derivation of equations for the limit α1 as functions of the floors number; a series of examples is presented to check their accuracy. Results are analyzed, showing the precision degree achieved and topics for continuity of research in this field are indicated.
publishDate 2013
dc.date.none.fl_str_mv 2013-10-01
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=S1983-41952013000500006
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500006
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952013000500006
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.6 n.5 2013
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
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instname_str Instituto Brasileiro do Concreto (IBRACON)
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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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