Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts

Double-layer tensegrity grids (DLTG) are spatial reticulated systems based on tensegrity principles, which have been studied in detail over recent years. The most important investigations have been carried out focusing on a short list of tensegrity grids. This paper explains with real examples how t...

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Autores: Gómez Jáuregui, Valentín|||0000-0002-7810-9589, Otero González, César Antonio|||0000-0002-5901-1906, Arias Fernández, Rubén, Manchado del Val, Cristina|||0000-0002-3979-5117
Tipo de recurso: artículo
Fecha de publicación:2013
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/5870
Acceso en línea:http://hdl.handle.net/10902/5870
Access Level:acceso abierto
Palabra clave:Tensegrity
Structures
Double-layer
Grids
Rot-Umbela
Self-stress
Tension
Mechanism
Quastrut
Sixstrut
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spelling Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and SixstrutsGómez Jáuregui, Valentín|||0000-0002-7810-9589Otero González, César Antonio|||0000-0002-5901-1906Arias Fernández, RubénManchado del Val, Cristina|||0000-0002-3979-5117TensegrityStructuresDouble-layerGridsRot-UmbelaSelf-stressTensionMechanismQuastrutSixstrutDouble-layer tensegrity grids (DLTG) are spatial reticulated systems based on tensegrity principles, which have been studied in detail over recent years. The most important investigations have been carried out focusing on a short list of tensegrity grids. This paper explains with real examples how to use Rot-Umbela Manipulations, a unique technique developed for generating innovative typologies of tensegrity structures. It is applied to two already existing tensegrity grids in order to obtain two new DLTGs. Their analysis permits us to identify, inside these novel grids, the modules that compose them which were unknown until now. A brief description of these components is provided, as well as some information about their static analysis, e.g. states of self-stress and internal mechanisms. These novel modules belong to a family, all of them with similar characteristics in terms of geometry and topology, and can be used to generate a wide catalogue of DLTGs. Some examples of new grids are presented, describing the methodology on how to obtain many more models for other designers interested in creating and studying innovative DLTGs.ASCEUniversidad de Cantabria20132013-01-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/5870Journal of Structural Engineering, 139(9), 1618-1636reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/58702026-06-02T12:39:31Z
dc.title.none.fl_str_mv Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
title Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
spellingShingle Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
Gómez Jáuregui, Valentín|||0000-0002-7810-9589
Tensegrity
Structures
Double-layer
Grids
Rot-Umbela
Self-stress
Tension
Mechanism
Quastrut
Sixstrut
title_short Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
title_full Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
title_fullStr Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
title_full_unstemmed Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
title_sort Innovative Families Of Double-Layer Tensegrity Grids: Quastruts and Sixstruts
dc.creator.none.fl_str_mv Gómez Jáuregui, Valentín|||0000-0002-7810-9589
Otero González, César Antonio|||0000-0002-5901-1906
Arias Fernández, Rubén
Manchado del Val, Cristina|||0000-0002-3979-5117
author Gómez Jáuregui, Valentín|||0000-0002-7810-9589
author_facet Gómez Jáuregui, Valentín|||0000-0002-7810-9589
Otero González, César Antonio|||0000-0002-5901-1906
Arias Fernández, Rubén
Manchado del Val, Cristina|||0000-0002-3979-5117
author_role author
author2 Otero González, César Antonio|||0000-0002-5901-1906
Arias Fernández, Rubén
Manchado del Val, Cristina|||0000-0002-3979-5117
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Tensegrity
Structures
Double-layer
Grids
Rot-Umbela
Self-stress
Tension
Mechanism
Quastrut
Sixstrut
topic Tensegrity
Structures
Double-layer
Grids
Rot-Umbela
Self-stress
Tension
Mechanism
Quastrut
Sixstrut
description Double-layer tensegrity grids (DLTG) are spatial reticulated systems based on tensegrity principles, which have been studied in detail over recent years. The most important investigations have been carried out focusing on a short list of tensegrity grids. This paper explains with real examples how to use Rot-Umbela Manipulations, a unique technique developed for generating innovative typologies of tensegrity structures. It is applied to two already existing tensegrity grids in order to obtain two new DLTGs. Their analysis permits us to identify, inside these novel grids, the modules that compose them which were unknown until now. A brief description of these components is provided, as well as some information about their static analysis, e.g. states of self-stress and internal mechanisms. These novel modules belong to a family, all of them with similar characteristics in terms of geometry and topology, and can be used to generate a wide catalogue of DLTGs. Some examples of new grids are presented, describing the methodology on how to obtain many more models for other designers interested in creating and studying innovative DLTGs.
publishDate 2013
dc.date.none.fl_str_mv 2013
2013-01-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/10902/5870
url http://hdl.handle.net/10902/5870
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv ASCE
publisher.none.fl_str_mv ASCE
dc.source.none.fl_str_mv Journal of Structural Engineering, 139(9), 1618-1636
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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