Design of experimental folding roofs under wind and earthquake load factors

The following research was developed on folding roofs, where the issue of load factors in said roofs was addressed, since this type of structures is not fully regulated, so experimental load combinations are contemplated for the design of non—passable roofs, which are established in the Federal Dist...

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Prif Awdur:	Morales-Guzmán, Carlos Cesar
Fformat:	Online
Iaith:	spa
Cyhoeddwyd:	Corporación Universitaria del Caribe, CECAR. 2020
Mynediad Ar-lein:	https://revistas.cecar.edu.co/index.php/procesos-urbanos/article/view/e502
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id	ojs-article-502
record_format	ojs
spelling	ojs-article-5022020-11-18T07:39:45Z Design of experimental folding roofs under wind and earthquake load factors Diseño de cubiertas plegables experimentales bajo factores de cargas de viento y sismo Projeto de telhados experimentais dobráveis sob fatores de carga de vento e terremoto Morales-Guzmán, Carlos Cesar Combinaciones de Cargas Simulación Estructural Cubiertas Plegables Combinações de carga Simulação estrutural Tampas dobráveis The following research was developed on folding roofs, where the issue of load factors in said roofs was addressed, since this type of structures is not fully regulated, so experimental load combinations are contemplated for the design of non—passable roofs, which are established in the Federal District Construction Regulations (RCDF—2014), and the CFE wind design manual (MDVCFE—2015). Combinatorial loads are reviewed with a software called WinTess, which performs structural simulations considering a structural membrane as a stiffener. The result will be the dimensioning of the structure. La siguiente investigación se desarrolló sobre las cubiertas plegables, donde se abordó el tema de los factores de cargas en dichas cubiertas, ya que este tipo de estructuras no se encuentra del todo normadas, por lo que se contemplan combinaciones experimentales de carga para el diseño de cubiertas no transitables, que se establecen en el Reglamento de Construcción del Distrito Federal (RCDF—2014), y el manual de diseño por vientos de CFE (MDVCFE—2015). Se revisa las cargas combinatorias con un software llamado WinTess, que realiza simulaciones estructurales contemplando una membrana estructural como rigidizador. El resultado será el dimensionamiento de la estructura. Foi desenvolvida a seguinte investigação em coberturas dobráveis, onde foi abordada a questão dos coeficientes de carga nas referidas coberturas, uma vez que este tipo de estrutura não se encontra totalmente regulamentado, pelo que são consideradas combinações experimentais de cargas para a concepção de Coberturas não transitáveis, que são estabelecidas no Regulamento de Construção do Distrito Federal (RCDF—2014) e no manual de projeto de vento CFE (MDVCFE—2015). As cargas combinatórias são revisadas com um software denominado WinTess, que realiza simulações estruturais considerando uma membrana estrutural como um reforçador. O resultado será o dimensionamento da estrutura. Corporación Universitaria del Caribe, CECAR. 2020-10-30 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículo revisado por pares application/pdf application/epub+zip https://revistas.cecar.edu.co/index.php/procesos-urbanos/article/view/e502 10.21892/2422085X.502 Procesos Urbanos; Vol. 7 No. 2 (2020): Procesos Urbanos. Volumen 7 Número 2; e502 Procesos Urbanos; Vol. 7 Núm. 2 (2020): Procesos Urbanos. Volumen 7 Número 2; e502 Procesos Urbanos; v. 7 n. 2 (2020): Procesos Urbanos. Volumen 7 Número 2; e502 2500-5200 2422-085X spa https://revistas.cecar.edu.co/index.php/procesos-urbanos/article/view/e502/589 https://revistas.cecar.edu.co/index.php/procesos-urbanos/article/view/e502/590 Derechos de autor 2020 ©2020 Los Autor(es). Publicado por CECAR Revista Procesos Urbanos está distribuido bajo una Licencia Creative Commons Atribución-CompartirIgual 4.0 Internacional. info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/4.0
institution	Corporación Universitaria del Caribe
collection	OJS
language	spa
format	Online
author	Morales-Guzmán, Carlos Cesar
spellingShingle	Morales-Guzmán, Carlos Cesar Design of experimental folding roofs under wind and earthquake load factors
author_facet	Morales-Guzmán, Carlos Cesar
author_sort	Morales-Guzmán, Carlos Cesar
title	Design of experimental folding roofs under wind and earthquake load factors
title_short	Design of experimental folding roofs under wind and earthquake load factors
title_full	Design of experimental folding roofs under wind and earthquake load factors
title_fullStr	Design of experimental folding roofs under wind and earthquake load factors
title_full_unstemmed	Design of experimental folding roofs under wind and earthquake load factors
title_sort	design of experimental folding roofs under wind and earthquake load factors
description	The following research was developed on folding roofs, where the issue of load factors in said roofs was addressed, since this type of structures is not fully regulated, so experimental load combinations are contemplated for the design of non—passable roofs, which are established in the Federal District Construction Regulations (RCDF—2014), and the CFE wind design manual (MDVCFE—2015). Combinatorial loads are reviewed with a software called WinTess, which performs structural simulations considering a structural membrane as a stiffener. The result will be the dimensioning of the structure.
publisher	Corporación Universitaria del Caribe, CECAR.
publishDate	2020
url	https://revistas.cecar.edu.co/index.php/procesos-urbanos/article/view/e502
work_keys_str_mv	AT moralesguzmancarloscesar designofexperimentalfoldingroofsunderwindandearthquakeloadfactors AT moralesguzmancarloscesar disenodecubiertasplegablesexperimentalesbajofactoresdecargasdevientoysismo AT moralesguzmancarloscesar projetodetelhadosexperimentaisdobraveissobfatoresdecargadeventoeterremoto
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Design of experimental folding roofs under wind and earthquake load factors

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