Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/9909
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dc.contributor.authorMaden, Feray-
dc.contributor.authorAkgün, Yenal-
dc.contributor.authorYücetürk, Kutay-
dc.contributor.authorAktaş, Engin-
dc.contributor.authorYar Uncu, Müjde-
dc.contributor.authorMitropoulou, C.-
dc.date.accessioned2021-01-24T18:29:06Z-
dc.date.available2021-01-24T18:29:06Z-
dc.date.issued2019-
dc.identifier.isbn978-113803599-7-
dc.identifier.urihttps://doi.org/10.1201/9781315229126-103-
dc.identifier.urihttps://hdl.handle.net/11147/9909-
dc.description.abstractDeployable structures can deploy from a compact to an expanded configuration by changing their sizes. The behaviors of these structures depend on some parameters such as geometric shape, member sizes and kinematic properties. To provide the deployment, not only the arrangements of structural members but also some restrictions must be considered. Moreover, contiguous members of the structures must let the large rotations to provide the transformation between different geometric forms from fully folded to fully deployed configurations. These requirements have an important impact on the fundamental properties of the structures related with structural performance, such as stiffness and strength. In this paper, stiffness of different scissor-hinge linkages are analyzed and compared. These linkages cover the same span with almost the same geometry and have the unit elements with same size and same weight. However, the geometry of unit elements is different from each other. The paper investigates the effect of this difference on the stiffness of whole system. © 2019 Taylor & Francis Group, London.en_US
dc.description.sponsorshipThis work is a part of OptArch project that has received funding from the European Un-ion’s Horizon 2020 Research and Innovation programme under the Marie Sk?odowska-Curie grant agreement No 689983.en_US
dc.language.isoenen_US
dc.publisherCRC Pressen_US
dc.relation.ispartof4th International Conference on Structures and Architecture, ICSA 2019en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleStructural comparison of scissor-hinge linkagesen_US
dc.typeConference Objecten_US
dc.institutionauthorMaden, Feray-
dc.institutionauthorYücetürk, Kutay-
dc.institutionauthorAktaş, Engin-
dc.institutionauthorYar Uncu, Müjde-
dc.departmentİzmir Institute of Technology. Architectureen_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.startpage863en_US
dc.identifier.endpage869en_US
dc.identifier.wosWOS:000670758600103en_US
dc.identifier.scopus2-s2.0-85088018340en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1201/9781315229126-103-
dc.relation.doi10.1201/9781315229126-103en_US
dc.coverage.doi10.1201/9781315229126-103en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.grantfulltextopen-
item.openairetypeConference Object-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Architecture / Mimarlık
Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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