Construction Analysis of the Annular Vault of Carlos V Palace

Detalhes bibliográficos
Autor(a) principal: García, Maria Esther Puertas
Data de Publicação: 2018
Outros Autores: Vílchez, Bernardino Líndez, Sevilla, Rafael Gallego, Martín, David López
Tipo de documento: Artigo
Idioma: spa
Título da fonte: Mouseion (Canoas)
Texto Completo: https://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/4698
Resumo: The toroidal vault that covers the lower portico in the courtyard of the Palace of Charles V in Granada presents a structurally self-suporting system. However, during construction, the structure is unstable and auxiliary supporting elements are required. Historical research techniques, based on visual inspections, historic document assesment, together with the logic of structural work and construction materials and resources optimization lead to hypothesis about how the vault was actually built. This hypothesis is subject to escrutiny in this paper, by a numerical model to simulate the structural behavior during the first stages of the vault erection. In this paper several finite based static models are presented, in order to validate the construction process of the toroidal vault proposed earlier in the literature.
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spelling Construction Analysis of the Annular Vault of Carlos V PalaceAnálisis Constructivo de la Bóveda Anular del Palacio de Carlos VAnálise da construção da abóbada anelar do palácio de CarlosAnnular VaultConstruction AnalysisNumerical ModelFinite Element MethodBóveda AnularProceso ConstructivoModelo NuméricoMétodo de los Elementos FinitosAbóbada AnularProcesso de ConstruçãoModelo NuméricoMétodo dos Elementos FinitosThe toroidal vault that covers the lower portico in the courtyard of the Palace of Charles V in Granada presents a structurally self-suporting system. However, during construction, the structure is unstable and auxiliary supporting elements are required. Historical research techniques, based on visual inspections, historic document assesment, together with the logic of structural work and construction materials and resources optimization lead to hypothesis about how the vault was actually built. This hypothesis is subject to escrutiny in this paper, by a numerical model to simulate the structural behavior during the first stages of the vault erection. In this paper several finite based static models are presented, in order to validate the construction process of the toroidal vault proposed earlier in the literature.La estereotomía de la bóveda que constituye el pórtico inferior del patio del palacio de Carlos V en Granada conforma un sistema estructural autoestable, pero durante la fase de construcción el conjunto sería inestable sin el empleo de medios auxiliares. Las técnicas de investigación histórica basadas en inspecciones visuales y la consulta de fuentes documentales conjugadas con la lógica estructural, la optimización de recursos y medios auxiliares permiten alcanzar hipótesis sobre el proceso constructivo de la bóveda. Estas hipótesis pueden analizarse de forma detallada y precisa empleando modelos numéricos que simulen el comportamiento estructural en los primeros estados de la construcción. En este trabajo se presentan modelos de elementos finitos considerando un análisis estático y el comportamiento elástico del material, que sirve de base a la investigación histórica para validar las hipótesis planteadas sobre el proceso constructivo de la bóveda toroidal.A estereotomia da abóbada que constitui o pórtico inferior do pátio do palácio de Carlos V em Granada forma um sistema estrutural auto-estável, porém durante a fase de construção o conjunto seria instável sem o uso de meios auxiliares. As técnicas de pesquisa histórica baseadas em inspeções visuais e a consulta de fontes documentais conjugadas com a lógica estrutural, bem como a otimização de recursos e meios auxiliares permitem chegar a hipóteses sobre o processo construtivo da abóbada. Essas hipóteses podem ser analisadas de forma detalhada e precisa usando modelos numéricos que simulam o comportamento estrutural nos primeiros estágios de construção. Neste artigo, são apresentados modelos de elementos finitos, considerando-se uma análise estática e o comportamento elástico do material, que serve de base para pesquisas históricas para validar as hipóteses levantadas sobre o processo de construção da abóbada toroidal.Universidade LaSalle - Unilasalle Canoas2018-07-02info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/469810.18316/mouseion.v0i29.4698Mouseion; No. 29 (2018); p. 115-129Revista Mouseion; n. 29 (2018); p. 115-1291981-7207reponame:Mouseion (Canoas)instname:Centro Universitário La Salle (Unilasalle)instacron:UNILASALLEspahttps://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/4698/pdfCopyright (c) 2018 Mouseioninfo:eu-repo/semantics/openAccessGarcía, Maria Esther PuertasVílchez, Bernardino LíndezSevilla, Rafael GallegoMartín, David López2022-05-23T16:20:17Zoai:ojs.revistas.unilasalle.edu.br:article/4698Revistahttps://revistas.unilasalle.edu.br/index.php/Mouseionhttps://revistas.unilasalle.edu.br/index.php/Mouseion/oai||revista.mouseion@unilasalle.edu.br1981-72071981-7207opendoar:2022-05-23T16:20:17Mouseion (Canoas) - Centro Universitário La Salle (Unilasalle)false
dc.title.none.fl_str_mv Construction Analysis of the Annular Vault of Carlos V Palace
Análisis Constructivo de la Bóveda Anular del Palacio de Carlos V
Análise da construção da abóbada anelar do palácio de Carlos
title Construction Analysis of the Annular Vault of Carlos V Palace
spellingShingle Construction Analysis of the Annular Vault of Carlos V Palace
García, Maria Esther Puertas
Annular Vault
Construction Analysis
Numerical Model
Finite Element Method
Bóveda Anular
Proceso Constructivo
Modelo Numérico
Método de los Elementos Finitos
Abóbada Anular
Processo de Construção
Modelo Numérico
Método dos Elementos Finitos
title_short Construction Analysis of the Annular Vault of Carlos V Palace
title_full Construction Analysis of the Annular Vault of Carlos V Palace
title_fullStr Construction Analysis of the Annular Vault of Carlos V Palace
title_full_unstemmed Construction Analysis of the Annular Vault of Carlos V Palace
title_sort Construction Analysis of the Annular Vault of Carlos V Palace
author García, Maria Esther Puertas
author_facet García, Maria Esther Puertas
Vílchez, Bernardino Líndez
Sevilla, Rafael Gallego
Martín, David López
author_role author
author2 Vílchez, Bernardino Líndez
Sevilla, Rafael Gallego
Martín, David López
author2_role author
author
author
dc.contributor.author.fl_str_mv García, Maria Esther Puertas
Vílchez, Bernardino Líndez
Sevilla, Rafael Gallego
Martín, David López
dc.subject.por.fl_str_mv Annular Vault
Construction Analysis
Numerical Model
Finite Element Method
Bóveda Anular
Proceso Constructivo
Modelo Numérico
Método de los Elementos Finitos
Abóbada Anular
Processo de Construção
Modelo Numérico
Método dos Elementos Finitos
topic Annular Vault
Construction Analysis
Numerical Model
Finite Element Method
Bóveda Anular
Proceso Constructivo
Modelo Numérico
Método de los Elementos Finitos
Abóbada Anular
Processo de Construção
Modelo Numérico
Método dos Elementos Finitos
description The toroidal vault that covers the lower portico in the courtyard of the Palace of Charles V in Granada presents a structurally self-suporting system. However, during construction, the structure is unstable and auxiliary supporting elements are required. Historical research techniques, based on visual inspections, historic document assesment, together with the logic of structural work and construction materials and resources optimization lead to hypothesis about how the vault was actually built. This hypothesis is subject to escrutiny in this paper, by a numerical model to simulate the structural behavior during the first stages of the vault erection. In this paper several finite based static models are presented, in order to validate the construction process of the toroidal vault proposed earlier in the literature.
publishDate 2018
dc.date.none.fl_str_mv 2018-07-02
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/4698
10.18316/mouseion.v0i29.4698
url https://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/4698
identifier_str_mv 10.18316/mouseion.v0i29.4698
dc.language.iso.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.unilasalle.edu.br/index.php/Mouseion/article/view/4698/pdf
dc.rights.driver.fl_str_mv Copyright (c) 2018 Mouseion
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2018 Mouseion
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade LaSalle - Unilasalle Canoas
publisher.none.fl_str_mv Universidade LaSalle - Unilasalle Canoas
dc.source.none.fl_str_mv Mouseion; No. 29 (2018); p. 115-129
Revista Mouseion; n. 29 (2018); p. 115-129
1981-7207
reponame:Mouseion (Canoas)
instname:Centro Universitário La Salle (Unilasalle)
instacron:UNILASALLE
instname_str Centro Universitário La Salle (Unilasalle)
instacron_str UNILASALLE
institution UNILASALLE
reponame_str Mouseion (Canoas)
collection Mouseion (Canoas)
repository.name.fl_str_mv Mouseion (Canoas) - Centro Universitário La Salle (Unilasalle)
repository.mail.fl_str_mv ||revista.mouseion@unilasalle.edu.br
_version_ 1800218181222006784

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