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Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações

Αποθηκεύτηκε σε:
Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Alberts, Ronald
Ημερομηνία έκδοσης: 2017
Μορφή: Bachelor thesis
Γλώσσα: por
Πηγή: Repositório Comum do Brasil - Deposita
Download full: https://deposita.ibict.br/handle/deposita/370
Περίληψη: During the design of structural elements, the question arises regarding how the transfer of forces occurs between beams and columns. Determining the stiffness of the connection between these elements is crucial to ensure that the structural modeling results in an optimal design and is as representative as possible of the structure after construction. This study aims to evaluate the impacts of varying the degree of connection rigidity on steel consumption. The effects of this variation on the overall stability of the structure and the deflections of the beams are also analyzed. Structural calculations were performed for three reinforced concrete structures using the Eberick program. The obtained results were then organized in the form of graphs and tables. The analysis of the results from the three structures revealed that reducing the degree of connection rigidity led to lower total steel consumption. However, it also resulted in a significant reduction in the overall stability of the structures and an increase in their horizontal displacements.
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author Alberts, Ronald
author_browse Alberts, Ronald
author_facet Alberts, Ronald
author_role author
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contributor_str_mv Olavo, Luiz Henrique Felipe
Olavo, Luiz Henrique Felipe
Moreira, Kirke Andrew Wrubel
Brandão, Patricia Ribeiro da Silva
dc.contributor.advisor1.fl_str_mv Olavo, Luiz Henrique Felipe
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/5273884751852816
dc.contributor.author.fl_str_mv Alberts, Ronald
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/6249354312310852
dc.contributor.referee1.fl_str_mv Olavo, Luiz Henrique Felipe
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/5273884751852816
dc.contributor.referee2.fl_str_mv Moreira, Kirke Andrew Wrubel
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/0672812781913414
dc.contributor.referee3.fl_str_mv Brandão, Patricia Ribeiro da Silva
dc.contributor.referee3Lattes.fl_str_mv http://lattes.cnpq.br/7271399077535382
dc.date.accessioned.fl_str_mv 2023-06-21T13:49:19Z
dc.date.issued.fl_str_mv 2017
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.identifier.uri.fl_str_mv https://deposita.ibict.br/handle/deposita/370
dc.language.iso.fl_str_mv por
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Instituto IDD
dc.publisher.none.fl_str_mv Instituto IDD
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
dc.source.none.fl_str_mv reponame:Repositório Comum do Brasil - Deposita
instname:Instituto Brasileiro de Informação em Ciência e Tecnologia (Ibict)
instacron:IBICT
dc.subject.cnpq.fl_str_mv Engenharia Civil
dc.subject.por.fl_str_mv concreto armado
grau de engastamento
ligações
estabilidade.
dc.title.por.fl_str_mv Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
dc.type.driver.fl_str_mv info:eu-repo/semantics/bachelorThesis
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
description During the design of structural elements, the question arises regarding how the transfer of forces occurs between beams and columns. Determining the stiffness of the connection between these elements is crucial to ensure that the structural modeling results in an optimal design and is as representative as possible of the structure after construction. This study aims to evaluate the impacts of varying the degree of connection rigidity on steel consumption. The effects of this variation on the overall stability of the structure and the deflections of the beams are also analyzed. Structural calculations were performed for three reinforced concrete structures using the Eberick program. The obtained results were then organized in the form of graphs and tables. The analysis of the results from the three structures revealed that reducing the degree of connection rigidity led to lower total steel consumption. However, it also resulted in a significant reduction in the overall stability of the structures and an increase in their horizontal displacements.
eu_rights_str_mv openAccess
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publishDate 2017
publishDateSort 2017
publisher.none.fl_str_mv Instituto IDD
reponame_str Repositório Comum do Brasil - Deposita
repository.mail.fl_str_mv deposita@ibict.br
repository.name.fl_str_mv Repositório Comum do Brasil - Deposita - Instituto Brasileiro de Informação em Ciência e Tecnologia (Ibict)
repository_id_str 4658
spelling Olavo, Luiz Henrique Felipehttp://lattes.cnpq.br/5273884751852816Olavo, Luiz Henrique Felipehttp://lattes.cnpq.br/5273884751852816Moreira, Kirke Andrew Wrubelhttp://lattes.cnpq.br/0672812781913414Brandão, Patricia Ribeiro da Silvahttp://lattes.cnpq.br/7271399077535382http://lattes.cnpq.br/6249354312310852Alberts, Ronald2023-06-21T13:49:19Z2017https://deposita.ibict.br/handle/deposita/370During the design of structural elements, the question arises regarding how the transfer of forces occurs between beams and columns. Determining the stiffness of the connection between these elements is crucial to ensure that the structural modeling results in an optimal design and is as representative as possible of the structure after construction. This study aims to evaluate the impacts of varying the degree of connection rigidity on steel consumption. The effects of this variation on the overall stability of the structure and the deflections of the beams are also analyzed. Structural calculations were performed for three reinforced concrete structures using the Eberick program. The obtained results were then organized in the form of graphs and tables. The analysis of the results from the three structures revealed that reducing the degree of connection rigidity led to lower total steel consumption. However, it also resulted in a significant reduction in the overall stability of the structures and an increase in their horizontal displacements.Durante o dimensionamento de elementos estruturais depara-se com a questão de como se ocorre a transferência dos esforços entre as vigas e os pilares. A determinação da rigidez da ligação entre estes elementos é fundamental para que a modelagem estrutural resulte em um dimensionamento ideal e que seja a mais representativa possível da estrutura depois de construída. O presente trabalho tem por objetivo avaliar os impactos da variação do grau de engastamento das ligações no consumo de aço. Também se analisam os impactos dessa variação na estabilidade global da estrutura e nas flechas das vigas. Realizou-se o cálculo estrutural de três estruturas de concreto armado com auxílio do programa Eberick. Ao final do dimensionamento das estruturas organizaram-se os resultados obtidos em forma de gráficos e tabelas. Fez-se a análise dos resultados das três estruturas analisadas e constatou-se que a redução no grau de engastamento implicou em um menor consumo de aço total, porém com a implicação de uma significativa redução na estabilidade global das estruturas e um aumento nos seus deslocamentos horizontais.Sul-1application/pdfapplication/pdfporInstituto IDDBrasilInstituto IDDconcreto armadograu de engastamentoligaçõesestabilidade.Engenharia CivilAnálise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligaçõesinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/openAccessreponame:Repositório Comum do Brasil - Depositainstname:Instituto Brasileiro de Informação em Ciência e Tecnologia (Ibict)instacron:IBICTTEXT3509678d5be167355a713dd7fc995733.pdf.txtWritten by FormatFilter org.dspace.app.mediafilter.TikaTextExtractionFilter on 2025-06-06T20:14:25Z (GMT).Extracted texttext/plain72670https://deposita.ibict.br/bitstreams/67a2b918-fa05-465d-9281-ee920169fd80/downloadde2b3d3837f7e0136691253f1fce9e81MD53falseAnonymousREADTHUMBNAIL3509678d5be167355a713dd7fc995733.pdf.jpgWritten by FormatFilter org.dspace.app.mediafilter.PDFBoxThumbnail on 2025-06-06T20:14:25Z (GMT).Generated Thumbnailimage/jpeg2504https://deposita.ibict.br/bitstreams/75d81518-d7c6-4834-841b-6ff8c9b2bf6b/download659bb3eae441a7c95a9d390ffac49d8bMD54falseAnonymousREADLICENSElicense.txtWritten by org.dspace.content.LicenseUtilstext/plain; charset=utf-81867https://deposita.ibict.br/bitstreams/74a35c5a-85e5-417f-9c6b-e35e31e32e43/downloada7c148eec59885ba1ba6d14692be8465MD51falseAnonymousREADORIGINAL3509678d5be167355a713dd7fc995733.pdf/dspace/deposita/upload/3509678d5be167355a713dd7fc995733.pdfTrabalho de Conclusão de Curso completoapplication/pdf2810924https://deposita.ibict.br/bitstreams/c435fb8e-f67d-4916-850e-0eb1d49cd4a5/downloadb932e0fd832239aa33bf82debe96a309MD52trueAnonymousREADdeposita/3702026-03-20T17:39:24.093923Zopen.accessoai:deposita.ibict.br:deposita/370https://deposita.ibict.brRepositório ComumPUBhttp://deposita.ibict.br/oai/requestdeposita@ibict.bropendoar:46582026-03-20T17:39:24Repositório Comum do Brasil - Deposita - Instituto Brasileiro de Informação em Ciência e Tecnologia (Ibict)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
spellingShingle Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
Alberts, Ronald
concreto armado
grau de engastamento
ligações
estabilidade.
Engenharia Civil
status_str publishedVersion
title Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
title_full Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
title_fullStr Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
title_full_unstemmed Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
title_short Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
title_sort Análise do consumo de aço e estabilidade global de estruturas de concreto armado em função do grau de engastamento das ligações
topic concreto armado
grau de engastamento
ligações
estabilidade.
Engenharia Civil
url https://deposita.ibict.br/handle/deposita/370