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dc.contributor.authorYuceturk, K.
dc.contributor.authorAktas, E.
dc.contributor.authorMaden, F.
dc.contributor.authorGur, S.
dc.contributor.authorMitropoulou, C.
dc.contributor.editor
dc.date.accessioned2021-01-25T20:48:02Z
dc.date.available2021-01-25T20:48:02Z
dc.date.issued2020
dc.identifier10.1016/j.promfg.2020.02.267
dc.identifier.issn23519789
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85088046398&doi=10.1016%2fj.promfg.2020.02.267&partnerID=40&md5=caf1da9b24780e62068647b01e18b48c
dc.identifier.urihttps://dspace.yasar.edu.tr/xmlui/handle/20.500.12742/9696
dc.description.abstractRadially deployable arches may be created by using various types of units. However, for any deployable structure to be constructed in real life, it should satisfy the structural regulations and codes. Despite various advantages from architectural perspect
dc.language.isoEnglish
dc.publisherProcedia Manufacturing
dc.titleA Case Study on the Selection of Optimum Loop Units for the Deployable Arch Structures Exposed to Lateral and Non-uniform Gravity Loads
dc.typeConference Paper
dc.relation.firstpage481
dc.relation.lastpage488
dc.relation.volume44
dc.description.affiliationsDepartment of Civil Engineering, Izmir Institute of Technology, Izmir, 35430, Turkey; Department of Architecture, Yaşar University, Izmir, 35100, Turkey; Department of Architecture, Izmir Institute of Technology, Izmir, 35430, Turkey; ACE Hellas, Egeou Pe


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