Subsídios para projeto de estruturas de aço protendidas

Bibliographic Details
Main Author: Aimi, Tainara
Publication Date: 2015
Format: Master thesis
Language: por
Source: Biblioteca de teses e dissertações da Universidade de Passo Fundo (BDTD UPF)
Download full: http://10.0.217.128:8080/jspui/handle/tede/338
Summary: In Brazil, the concrete is predominant in the field of structural engineering, but on the other hand, the steel is gaining more and more space and, with it, resulting in the prestressing structural elements, always thinking of improving applications and economics, as an example, the beams, which are one of the most important elements for the stability of structures. The big problem of the research focuses on the analysis and design of structural elements in prestressed steel, and we know of no rule that addresses the same, helping to minimize the deformations and reducing the size of the cross section. Knowing that it helps reducing environmental costs, improving sustainability in steel structures using the material in the most appropriate way, it is being applied for roofs, columns, beams, locks, bridges and walkways and, with that, creating contributions to include in standard steel structures recommendations for prestressed steel structures. Showing its wide importance of use for structures of buildings with large spans and limitations beam heights, the work was based on measuring and analyzing the structural elements of prestressed steel, creating four types of computer applications in spreadsheets based on bibliographic references, of different prestressed elements: Fink beam with inner and outer wires, purlins and trusses. After, the validity was verified with modeling of finite element and the analysis with prestressed and not prestressed elements in the SAP program, showing that it is possible to use this type of structures in buildings, bridges and roofs. It was also verified that there is reduced deformation and effort when there are prestressing elements, helping to decrease the size of the structure
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spelling Chamberlain Pravia, Zacarias MartinCPF:01835414729Chamberlain Pravia, Z.CPF:01779104022http://lattes.cnpq.br/8162759805294262Aimi, Tainara2018-01-10T17:55:53Z2015-09-162015-04-14AIMI, Tainara. Subsídios para projeto de estruturas de aço protendidas. 2015. 141 f. Dissertação (Mestrado em Engenharias) - Universidade de Passo Fundo, Passo Fundo, 2015.http://10.0.217.128:8080/jspui/handle/tede/338In Brazil, the concrete is predominant in the field of structural engineering, but on the other hand, the steel is gaining more and more space and, with it, resulting in the prestressing structural elements, always thinking of improving applications and economics, as an example, the beams, which are one of the most important elements for the stability of structures. The big problem of the research focuses on the analysis and design of structural elements in prestressed steel, and we know of no rule that addresses the same, helping to minimize the deformations and reducing the size of the cross section. Knowing that it helps reducing environmental costs, improving sustainability in steel structures using the material in the most appropriate way, it is being applied for roofs, columns, beams, locks, bridges and walkways and, with that, creating contributions to include in standard steel structures recommendations for prestressed steel structures. Showing its wide importance of use for structures of buildings with large spans and limitations beam heights, the work was based on measuring and analyzing the structural elements of prestressed steel, creating four types of computer applications in spreadsheets based on bibliographic references, of different prestressed elements: Fink beam with inner and outer wires, purlins and trusses. After, the validity was verified with modeling of finite element and the analysis with prestressed and not prestressed elements in the SAP program, showing that it is possible to use this type of structures in buildings, bridges and roofs. It was also verified that there is reduced deformation and effort when there are prestressing elements, helping to decrease the size of the structureNo Brasil, o concreto armado predomina na área da engenharia estrutural, mas em contrapartida, o aço vem conquistando cada vez mais o seu espaço e, com ele, surgindo a protensão de elementos estruturais, sempre pensando em melhoria de aplicações e economia, como exemplo, as vigas, que são uns dos elementos mais importantes para a estabilidade das estruturas. O grande problema da pesquisa tem como foco a análise e dimensionamento dos elementos estruturais em aço protendidos, sendo que não conhecemos nenhuma norma que trate do mesmo, auxiliando na diminuição das deformações e na redução das dimensões da seção transversal. Sabendo que ele ajuda na minimização dos custos ambientais, melhorando a sustentabilidade nas construções em aço utilizando de maneira mais adequada o material, sendo aplicado de maneira rápida para coberturas, colunas, vigas, fechamentos, pontes e passarelas e, com isso, criando contribuições para incluir na norma de estruturas de aço recomendações para estruturas protendidas em aço. Mostrando sua ampla importância de utilização para construções de estruturas com grandes vãos e limitações de alturas de viga, o trabalho se baseou em dimensionar e a analisar os elementos estruturais de aço protendidos, criando quatro tipos de aplicativos computacionais em planilhas de cálculo baseados nos referenciais bibliográficos, dos diferentes elementos protendidos: viga Fink interna, externa, terça e treliça. Após, verificou-se a validade com modelagens de análises por elementos finitos com os elementos protendidos e não protendidos no programa SAP, mostrando que é possível usar esse tipo de estruturas em prédios, pontes e coberturas. Verificou-se, também, que há diminuição de deformações e esforços quando se tem a protensão dos elementos, ajudando na diminuição das dimensões da estruturaMade available in DSpace on 2018-01-10T17:55:53Z (GMT). No. of bitstreams: 1 2015TainaraAimi.pdf: 2862022 bytes, checksum: 7c3dae95d6f782f6b58df13cf1c296c0 (MD5) Previous issue date: 2015-04-14application/pdfporUniversidade de Passo FundoPrograma de Pós-Graduação em EngenhariaUPFBREngenhariasEngenharia de estruturasAço - EstruturasStructural engineeringSteel - StructuresCNPQ::ENGENHARIASSubsídios para projeto de estruturas de aço protendidasinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis874600600600856658info:eu-repo/semantics/openAccessreponame:Biblioteca de teses e dissertações da Universidade de Passo Fundo (BDTD UPF)instname:Universidade de Passo Fundo (UPF)instacron:UPFORIGINAL2015TainaraAimi.pdfapplication/pdf2862022http://tede.upf.br:8080/jspui/bitstream/tede/338/1/2015TainaraAimi.pdf7c3dae95d6f782f6b58df13cf1c296c0MD51tede/3382022-01-31 15:31:16.482oai:tede.upf.br:tede/338Biblioteca Digital de Teses e DissertaçõesPUBhttp://tede.upf.br/oai/requestbiblio@upf.br || bio@upf.br || cas@upf.br || car@upf.br || lve@upf.br || sar@upf.br || sol@upf.br || upfmundi@upf.br || jucelei@upf.bropendoar:2022-01-31T17:31:16Biblioteca de teses e dissertações da Universidade de Passo Fundo (BDTD UPF) - Universidade de Passo Fundo (UPF)false
dc.title.por.fl_str_mv Subsídios para projeto de estruturas de aço protendidas
title Subsídios para projeto de estruturas de aço protendidas
spellingShingle Subsídios para projeto de estruturas de aço protendidas
Aimi, Tainara
Engenharia de estruturas
Aço - Estruturas
Structural engineering
Steel - Structures
CNPQ::ENGENHARIAS
title_short Subsídios para projeto de estruturas de aço protendidas
title_full Subsídios para projeto de estruturas de aço protendidas
title_fullStr Subsídios para projeto de estruturas de aço protendidas
title_full_unstemmed Subsídios para projeto de estruturas de aço protendidas
title_sort Subsídios para projeto de estruturas de aço protendidas
author Aimi, Tainara
author_facet Aimi, Tainara
author_role author
dc.contributor.advisor1.fl_str_mv Chamberlain Pravia, Zacarias Martin
dc.contributor.advisor1ID.fl_str_mv CPF:01835414729
dc.contributor.advisor1Lattes.fl_str_mv Chamberlain Pravia, Z.
dc.contributor.authorID.fl_str_mv CPF:01779104022
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/8162759805294262
dc.contributor.author.fl_str_mv Aimi, Tainara
contributor_str_mv Chamberlain Pravia, Zacarias Martin
dc.subject.por.fl_str_mv Engenharia de estruturas
Aço - Estruturas
topic Engenharia de estruturas
Aço - Estruturas
Structural engineering
Steel - Structures
CNPQ::ENGENHARIAS
dc.subject.eng.fl_str_mv Structural engineering
Steel - Structures
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS
description In Brazil, the concrete is predominant in the field of structural engineering, but on the other hand, the steel is gaining more and more space and, with it, resulting in the prestressing structural elements, always thinking of improving applications and economics, as an example, the beams, which are one of the most important elements for the stability of structures. The big problem of the research focuses on the analysis and design of structural elements in prestressed steel, and we know of no rule that addresses the same, helping to minimize the deformations and reducing the size of the cross section. Knowing that it helps reducing environmental costs, improving sustainability in steel structures using the material in the most appropriate way, it is being applied for roofs, columns, beams, locks, bridges and walkways and, with that, creating contributions to include in standard steel structures recommendations for prestressed steel structures. Showing its wide importance of use for structures of buildings with large spans and limitations beam heights, the work was based on measuring and analyzing the structural elements of prestressed steel, creating four types of computer applications in spreadsheets based on bibliographic references, of different prestressed elements: Fink beam with inner and outer wires, purlins and trusses. After, the validity was verified with modeling of finite element and the analysis with prestressed and not prestressed elements in the SAP program, showing that it is possible to use this type of structures in buildings, bridges and roofs. It was also verified that there is reduced deformation and effort when there are prestressing elements, helping to decrease the size of the structure
publishDate 2015
dc.date.available.fl_str_mv 2015-09-16
dc.date.issued.fl_str_mv 2015-04-14
dc.date.accessioned.fl_str_mv 2018-01-10T17:55:53Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
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dc.identifier.citation.fl_str_mv AIMI, Tainara. Subsídios para projeto de estruturas de aço protendidas. 2015. 141 f. Dissertação (Mestrado em Engenharias) - Universidade de Passo Fundo, Passo Fundo, 2015.
dc.identifier.uri.fl_str_mv http://10.0.217.128:8080/jspui/handle/tede/338
identifier_str_mv AIMI, Tainara. Subsídios para projeto de estruturas de aço protendidas. 2015. 141 f. Dissertação (Mestrado em Engenharias) - Universidade de Passo Fundo, Passo Fundo, 2015.
url http://10.0.217.128:8080/jspui/handle/tede/338
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dc.publisher.country.fl_str_mv BR
dc.publisher.department.fl_str_mv Engenharias
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