Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas
Autor(a) principal: | |
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Data de Publicação: | 2010 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | spa |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/225966 |
Resumo: | The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross- sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process propo-sed by Lourenco & Figueiras (1993) obtained from equa-tions of equilibrium developed by Gupta (1896), will be compared to results of experimentally tested shell elements found in the literature using the program DIANA. © Univcrsitat Politccnica dc Catalunya, Barcelona, Espafia 2010. |
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Repositório Institucional da UNESP |
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Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadasDesign of concrete platforms offshore using the three-layer shell theoryThe concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross- sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process propo-sed by Lourenco & Figueiras (1993) obtained from equa-tions of equilibrium developed by Gupta (1896), will be compared to results of experimentally tested shell elements found in the literature using the program DIANA. © Univcrsitat Politccnica dc Catalunya, Barcelona, Espafia 2010.Mestrando do PPGEM - UNESP/Ilha Solteira, 15385-000 São PauloDept. de Estruturas c Geotécnica da Poli-USP São Paulo, 05508-900 Sao PauloDept. de Engenliaria Civil da UNESP/Ilha Solteira, 15385-000 São PauloDept. de Estruturas e Fundaçõcs da Poli-USP/São Paulo, 05508-900 Sao PauloMestrando do PPGEM - UNESP/Ilha Solteira, 15385-000 São PauloDept. de Engenliaria Civil da UNESP/Ilha Solteira, 15385-000 São PauloUniversidade Estadual Paulista (UNESP)Universidade de São Paulo (USP)Friaca, C. P.P. [UNESP]Barbosa, M. P. [UNESP]Bittencourt, T. N.Machado, M.2022-04-28T21:02:10Z2022-04-28T21:02:10Z2010-07-16info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article15-29Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria, v. 26, n. 1, p. 15-29, 2010.0213-13151886-158Xhttp://hdl.handle.net/11449/2259662-s2.0-77954517628Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPspaRevista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieriainfo:eu-repo/semantics/openAccess2022-04-28T21:02:10Zoai:repositorio.unesp.br:11449/225966Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-28T21:02:10Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas Design of concrete platforms offshore using the three-layer shell theory |
title |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
spellingShingle |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas Friaca, C. P.P. [UNESP] |
title_short |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
title_full |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
title_fullStr |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
title_full_unstemmed |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
title_sort |
Dimensionamento de plataformas offshore de concreto utilizando a teoria de cascas de três camadas |
author |
Friaca, C. P.P. [UNESP] |
author_facet |
Friaca, C. P.P. [UNESP] Barbosa, M. P. [UNESP] Bittencourt, T. N. Machado, M. |
author_role |
author |
author2 |
Barbosa, M. P. [UNESP] Bittencourt, T. N. Machado, M. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (UNESP) Universidade de São Paulo (USP) |
dc.contributor.author.fl_str_mv |
Friaca, C. P.P. [UNESP] Barbosa, M. P. [UNESP] Bittencourt, T. N. Machado, M. |
description |
The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross- sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process propo-sed by Lourenco & Figueiras (1993) obtained from equa-tions of equilibrium developed by Gupta (1896), will be compared to results of experimentally tested shell elements found in the literature using the program DIANA. © Univcrsitat Politccnica dc Catalunya, Barcelona, Espafia 2010. |
publishDate |
2010 |
dc.date.none.fl_str_mv |
2010-07-16 2022-04-28T21:02:10Z 2022-04-28T21:02:10Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria, v. 26, n. 1, p. 15-29, 2010. 0213-1315 1886-158X http://hdl.handle.net/11449/225966 2-s2.0-77954517628 |
identifier_str_mv |
Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria, v. 26, n. 1, p. 15-29, 2010. 0213-1315 1886-158X 2-s2.0-77954517628 |
url |
http://hdl.handle.net/11449/225966 |
dc.language.iso.fl_str_mv |
spa |
language |
spa |
dc.relation.none.fl_str_mv |
Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
15-29 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1799964528088186880 |