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dc.contributor.authorChesnokov, A.V.
dc.contributor.authorMikhaylov, V.V.
dc.contributor.authorDolmatov, I.V.
dc.date.accessioned2020-04-27T11:04:59Z
dc.date.available2020-04-27T11:04:59Z
dc.date.issued2017
dc.identifier.isbn978-84-946909-9-0
dc.identifier.urihttp://hdl.handle.net/2117/185243
dc.description.abstractThe structure, proposed in the present work, belongs to, so-called, “bendingactive” systems. It comprises high-strength low-modulus initially straight beams. The beams, arranged in the radial direction, are supported by spreaders and steel cables underneath. Tensioning of cables results in substantial shape modification of the beams and turning the structure into a convex dome. The frame of the structure is investigated by means of the special computer program EASY. Uniform and non-uniform external loads are taken into account. Influence of flexible fabric membrane, attached to the upper chord of the frame, is analyzed.
dc.format.extent9 p.
dc.language.isoeng
dc.publisherCIMNE
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshFinite element method
dc.subject.lcshAir-supported structures
dc.subject.otherBending-Active Structures, Dome, Flexible Membrane
dc.titleBending-active dome-shaped structure
dc.typeConference report
dc.subject.lemacEstructures pneumàtiques
dc.rights.accessOpen Access
local.citation.contributorStructural Membranes 2017
local.citation.publicationNameTextiles composites and inflatable structures VIII : proceedings of the VIII International Conference on Textile Composites and Inflatable Structures, Barcelona, Spain. 9-11 October, 2017
local.citation.startingPage427
local.citation.endingPage435


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