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dc.creatorGluhović, Nina
dc.creatorSpremić, Milan
dc.creatorPavlović, Marko
dc.creatorMarković, Zlatko
dc.date.accessioned2019-04-30T13:24:34Z
dc.date.available2020-07-22
dc.date.issued2019
dc.identifier.issn0965-0911
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/1646
dc.description.abstractOne of the most important acceptance issues regarding the implementation of small-scale wind turbines in urban environments is related to human comfort. Turbine-induced vibrations can have a large influence on small-scale turbine implementation for urban wind harvesting. A typical five-storey steel-framed office building with a roof-mounted, horizontal-axis wind turbine was numerically analysed. The aim of the work was to investigate the increase in vibration after the installation of the turbine. A comparison was made between floor vibrations caused by wind action on the building only and by wind action on the building and turbine combined. The results were then compared with requirements given in various design codes. The main outcome of the analysis is that the installation of the turbine did not compromise the building's serviceability.en
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//
dc.rightsembargoedAccess
dc.sourceProceedings of the Institution of Civil Engineers - Structures and Buildings
dc.subjectBuildings
dc.subjectstructures & design
dc.subjectComposite structures
dc.subjectWind loading & aerodynamics
dc.titleNumerical study of vibrations induced by horizontal-axis wind turbine on a steel buildingen
dc.typearticle
dc.rights.licenseBY-NC-ND
dc.citation.epage598
dc.citation.issue8
dc.citation.rankM23~
dc.citation.spage590
dc.citation.volume172
dc.identifier.doi10.1680/jstbu.17.00168
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/3617/1644.pdf
dc.identifier.rcubconv_4119
dc.identifier.scopus2-s2.0-85069498945
dc.identifier.wos000476648500006
dc.type.versionacceptedVersion


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