Floors number influence on the instability parameter of reinforced concrete frame-braced buildings
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2019 |
| 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=S1983-41952019000501034 |
Resumo: | Abstract This work aims to investigate the floors number influence on the instability parameter limit α1 of reinforced concrete frame-braced buildings; it succeeds another work in this field of knowledge, in which the same question was investigated for wall- and core-braced buildings. Initially, it is showed how the ABNT NBR 6118:2014 (Brazilian code for concrete structures design) defines when a second order analysis is needed. Topics concerning to physical nonlinearity consideration and to the lateral deflection components of frames are also presented. It follows an analytical study that led to the derivation of a method for determining the limit α1 as a function of the floors number and the relation between bending and shear stiffness. Finally, some examples are presented and their results are used for checking the method accuracy. |
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Floors number influence on the instability parameter of reinforced concrete frame-braced buildingsinstabilitybracing structuressecond order analysis.Abstract This work aims to investigate the floors number influence on the instability parameter limit α1 of reinforced concrete frame-braced buildings; it succeeds another work in this field of knowledge, in which the same question was investigated for wall- and core-braced buildings. Initially, it is showed how the ABNT NBR 6118:2014 (Brazilian code for concrete structures design) defines when a second order analysis is needed. Topics concerning to physical nonlinearity consideration and to the lateral deflection components of frames are also presented. It follows an analytical study that led to the derivation of a method for determining the limit α1 as a function of the floors number and the relation between bending and shear stiffness. Finally, some examples are presented and their results are used for checking the method accuracy.IBRACON - Instituto Brasileiro do Concreto2019-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000501034Revista IBRACON de Estruturas e Materiais v.12 n.5 2019reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952019000500005info:eu-repo/semantics/openAccessELLWANGER,R. J.eng2019-11-06T00:00:00Zoai:scielo:S1983-41952019000501034Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2019-11-06T00:00Revista 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 frame-braced buildings |
| title |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings |
| spellingShingle |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings ELLWANGER,R. J. instability bracing structures second order analysis. |
| title_short |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings |
| title_full |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings |
| title_fullStr |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings |
| title_full_unstemmed |
Floors number influence on the instability parameter of reinforced concrete frame-braced buildings |
| title_sort |
Floors number influence on the instability parameter of reinforced concrete frame-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 |
Abstract This work aims to investigate the floors number influence on the instability parameter limit α1 of reinforced concrete frame-braced buildings; it succeeds another work in this field of knowledge, in which the same question was investigated for wall- and core-braced buildings. Initially, it is showed how the ABNT NBR 6118:2014 (Brazilian code for concrete structures design) defines when a second order analysis is needed. Topics concerning to physical nonlinearity consideration and to the lateral deflection components of frames are also presented. It follows an analytical study that led to the derivation of a method for determining the limit α1 as a function of the floors number and the relation between bending and shear stiffness. Finally, some examples are presented and their results are used for checking the method accuracy. |
| publishDate |
2019 |
| dc.date.none.fl_str_mv |
2019-10-01 |
| dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
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article |
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publishedVersion |
| dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000501034 |
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http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000501034 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
10.1590/s1983-41952019000500005 |
| 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.12 n.5 2019 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
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Instituto Brasileiro do Concreto (IBRACON) |
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IBRACON |
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IBRACON |
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Revista IBRACON de Estruturas e Materiais |
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Revista IBRACON de Estruturas e Materiais |
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Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
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editores.riem@gmail.com||arlene@ibracon.org.br |
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1754193605937856512 |