Reliability of internal column-slab connection under punching according to NBR 6118:2014
Autor(a) principal: | |
---|---|
Data de Publicação: | 2018 |
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=S1983-41952018000500931 |
Resumo: | Abstract This article presents a study on the reliability of internal column-slab connection under punching, designed according to the Brazilian Standard NBR 6118:2014. The evaluation of reliability was made by comparing the reliability index β with the target reliability index recommended by the fib Model Code 2010. The reliability indexes were calculated through statistical analysis of the data obtained with numerical simulations using the Monte Carlo method, with Latin Hypercube sample, through ANSYS software. The results showed that, for most slabs, the indexes of reliability β presented satisfactory results. However, some of the tested slabs presented results below the assumed limits. Therefore, this article suggests that the Brazilian Standard NBR 6118:2014 is appropriate for most flat slabs without shear reinforcement. |
id |
IBRACON-1_f94dceb1b6f4dde65c5ae943aef35a57 |
---|---|
oai_identifier_str |
oai:scielo:S1983-41952018000500931 |
network_acronym_str |
IBRACON-1 |
network_name_str |
Revista IBRACON de Estruturas e Materiais |
repository_id_str |
|
spelling |
Reliability of internal column-slab connection under punching according to NBR 6118:2014structural reliabilityflat slabspunchingreinforced concreteAbstract This article presents a study on the reliability of internal column-slab connection under punching, designed according to the Brazilian Standard NBR 6118:2014. The evaluation of reliability was made by comparing the reliability index β with the target reliability index recommended by the fib Model Code 2010. The reliability indexes were calculated through statistical analysis of the data obtained with numerical simulations using the Monte Carlo method, with Latin Hypercube sample, through ANSYS software. The results showed that, for most slabs, the indexes of reliability β presented satisfactory results. However, some of the tested slabs presented results below the assumed limits. Therefore, this article suggests that the Brazilian Standard NBR 6118:2014 is appropriate for most flat slabs without shear reinforcement.IBRACON - Instituto Brasileiro do Concreto2018-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000500931Revista IBRACON de Estruturas e Materiais v.11 n.5 2018reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952018000500002info:eu-repo/semantics/openAccessSILVA,G. R.CAMPOS FILHO,A.REAL,M. V.eng2018-10-16T00:00:00Zoai:scielo:S1983-41952018000500931Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2018-10-16T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
title |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
spellingShingle |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 SILVA,G. R. structural reliability flat slabs punching reinforced concrete |
title_short |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
title_full |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
title_fullStr |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
title_full_unstemmed |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
title_sort |
Reliability of internal column-slab connection under punching according to NBR 6118:2014 |
author |
SILVA,G. R. |
author_facet |
SILVA,G. R. CAMPOS FILHO,A. REAL,M. V. |
author_role |
author |
author2 |
CAMPOS FILHO,A. REAL,M. V. |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
SILVA,G. R. CAMPOS FILHO,A. REAL,M. V. |
dc.subject.por.fl_str_mv |
structural reliability flat slabs punching reinforced concrete |
topic |
structural reliability flat slabs punching reinforced concrete |
description |
Abstract This article presents a study on the reliability of internal column-slab connection under punching, designed according to the Brazilian Standard NBR 6118:2014. The evaluation of reliability was made by comparing the reliability index β with the target reliability index recommended by the fib Model Code 2010. The reliability indexes were calculated through statistical analysis of the data obtained with numerical simulations using the Monte Carlo method, with Latin Hypercube sample, through ANSYS software. The results showed that, for most slabs, the indexes of reliability β presented satisfactory results. However, some of the tested slabs presented results below the assumed limits. Therefore, this article suggests that the Brazilian Standard NBR 6118:2014 is appropriate for most flat slabs without shear reinforcement. |
publishDate |
2018 |
dc.date.none.fl_str_mv |
2018-10-01 |
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=S1983-41952018000500931 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000500931 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952018000500002 |
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.11 n.5 2018 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_ |
1754193605566660608 |