Determination of pressure coefficient for a high-rise building with atypical ground plan

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dc.contributor.authorMedvecká, Soňa
dc.contributor.authorIvánková, Ol'ga
dc.contributor.authorMacák, Marek
dc.contributor.authorMichalcová, Vladimíra
dc.date.accessioned2019-01-31T06:06:41Z
dc.date.available2019-01-31T06:06:41Z
dc.date.issued2018
dc.description.abstractIn this article, the results of pressure coefficient on the atypical object obtained by experimental measurements in a boundary layer wind tunnel (BLWT) of Slovak University of Technology in Bratislava (STU) and computational fluid dynamics simulation (CFD) are presented. The pressure coefficient is one of the most important parameters expressing the wind pressure distribution on the structure. The loading by wind can only be acquired by execution of detailed tests and numerical analyses [1].cs
dc.description.firstpage138cs
dc.description.issue2cs
dc.description.lastpage145cs
dc.description.sourceWeb of Sciencecs
dc.description.volume14cs
dc.identifier.citationCivil and Environmental Engineering. 2018, vol. 14, issue 2, p. 138-145.cs
dc.identifier.doi10.2478/cee-2018-0018
dc.identifier.issn1336-5835
dc.identifier.issn2199-6512
dc.identifier.urihttp://hdl.handle.net/10084/133739
dc.identifier.wos000454986100008
dc.language.isoencs
dc.publisherDe Gruytercs
dc.relation.ispartofseriesCivil and Environmental Engineeringcs
dc.relation.urihttps://doi.org/10.2478/cee-2018-0018cs
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectwind flowingcs
dc.subjectexternal wind pressure coefficientscs
dc.subjectlaboratory measurementscs
dc.subjectANSYS and CFD simulationscs
dc.titleDetermination of pressure coefficient for a high-rise building with atypical ground plancs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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