Floors number influence on the instability parameter of reinforced concrete wall- or core-braced buildings
| Main Author: | |
|---|---|
| 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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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 |
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2013-10-01 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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article |
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publishedVersion |
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http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500006 |
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http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500006 |
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eng |
| language |
eng |
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10.1590/S1983-41952013000500006 |
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info:eu-repo/semantics/openAccess |
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openAccess |
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text/html |
| dc.publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
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IBRACON - Instituto Brasileiro do Concreto |
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Revista IBRACON de Estruturas e Materiais v.6 n.5 2013 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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1754193604447830016 |