Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , |
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=S1983-41952014000300002 |
Resumo: | This paper presents an alternative to estimate the magnifier of first order moments to be applied on each storey of reinforced concrete structures, from the values obtained for the γz and B2 coefficients, used to evaluate second order effects in reinforced concrete structures and in steel structures, respectively. In order to develop the study, initially several reinforced concrete buildings of medium height are processed, in first order and in second order, using the ANSYS software. Next, γz, B2 and the increase in first order moments, when considering the second order effects along the height of the buildings, are calculated. Finally, from the results obtained, the magnifier of the first order moments, differentiated for each storey of the structure and calculated from both γz and B2 coefficients, is estimated and the efficiency of the simplified method of obtaining final moments using the magnifier proposed is evaluated. |
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Revista IBRACON de Estruturas e Materiais |
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Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficientsreinforced concretesecond order effectsγz coefficientB2 coefficientThis paper presents an alternative to estimate the magnifier of first order moments to be applied on each storey of reinforced concrete structures, from the values obtained for the γz and B2 coefficients, used to evaluate second order effects in reinforced concrete structures and in steel structures, respectively. In order to develop the study, initially several reinforced concrete buildings of medium height are processed, in first order and in second order, using the ANSYS software. Next, γz, B2 and the increase in first order moments, when considering the second order effects along the height of the buildings, are calculated. Finally, from the results obtained, the magnifier of the first order moments, differentiated for each storey of the structure and calculated from both γz and B2 coefficients, is estimated and the efficiency of the simplified method of obtaining final moments using the magnifier proposed is evaluated.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=S1983-41952014000300002Revista IBRACON de Estruturas e Materiais v.7 n.3 2014reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952014000300002info:eu-repo/semantics/openAccessOliveira,D. M.Silva,N. A.Oliveira,P. M.Ribeiro,C. C.eng2014-06-13T00:00:00Zoai:scielo:S1983-41952014000300002Revistahttp://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 |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
title |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
spellingShingle |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients Oliveira,D. M. reinforced concrete second order effects γz coefficient B2 coefficient |
title_short |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
title_full |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
title_fullStr |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
title_full_unstemmed |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
title_sort |
Evaluation of second order moments in reinforced concrete structures using the γz and B2 coefficients |
author |
Oliveira,D. M. |
author_facet |
Oliveira,D. M. Silva,N. A. Oliveira,P. M. Ribeiro,C. C. |
author_role |
author |
author2 |
Silva,N. A. Oliveira,P. M. Ribeiro,C. C. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Oliveira,D. M. Silva,N. A. Oliveira,P. M. Ribeiro,C. C. |
dc.subject.por.fl_str_mv |
reinforced concrete second order effects γz coefficient B2 coefficient |
topic |
reinforced concrete second order effects γz coefficient B2 coefficient |
description |
This paper presents an alternative to estimate the magnifier of first order moments to be applied on each storey of reinforced concrete structures, from the values obtained for the γz and B2 coefficients, used to evaluate second order effects in reinforced concrete structures and in steel structures, respectively. In order to develop the study, initially several reinforced concrete buildings of medium height are processed, in first order and in second order, using the ANSYS software. Next, γz, B2 and the increase in first order moments, when considering the second order effects along the height of the buildings, are calculated. Finally, from the results obtained, the magnifier of the first order moments, differentiated for each storey of the structure and calculated from both γz and B2 coefficients, is estimated and the efficiency of the simplified method of obtaining final moments using the magnifier proposed is evaluated. |
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=S1983-41952014000300002 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300002 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952014000300002 |
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) 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_ |
1754193604724654080 |