Zobrazit minimální záznam

dc.contributor.authorKawulok, Marek
dc.contributor.authorFreiherrová, Nela
dc.contributor.authorHorňáková, Marie
dc.contributor.authorJuračka, David
dc.contributor.authorKrejsa, Martin
dc.date.accessioned2024-01-10T11:47:47Z
dc.date.available2024-01-10T11:47:47Z
dc.date.issued2023
dc.identifier.citationBuildings. 2023, vol. 13, issue 3, art. no. 681.cs
dc.identifier.issn2075-5309
dc.identifier.urihttp://hdl.handle.net/10084/151877
dc.description.abstractTensile membrane structures combine a prestressed roofing envelope material and supporting elements. To design these structures, there is a set of recommendations in the European Design Guide for Tensile Surface Structures and some other national standards. However, currently, there is no official standard related to the design process of tensile structures in the European Union. The structure studied in this project is considered as permanent roofing of an external testing device in the shape of a simple hyperbolic paraboloid without enclosing walls. Snow and wind loads were analyzed as the most critical types of loading in the location. Determining the value of the snow load is relatively simple according to the European standard. However, in the case of the wind load, this shape is not considered in the European standard and needs to be solved experimentally or by numerical simulation in a wind tunnel. The present contribution focuses on numerical analysis of the wind flow in RFEM software and simulation of the wind tunnel in RWIND software.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesBuildingscs
dc.relation.urihttps://doi.org/10.3390/buildings13030681cs
dc.rights© 2023 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectCFDcs
dc.subjecthyparcs
dc.subjectpressure coefficientcs
dc.subjecttensile structurecs
dc.subjectroofcs
dc.subjectwind analysiscs
dc.titleHyperbolic paraboloid tensile structure - Numerical CFD simulation of wind flow in RWIND softwarecs
dc.typearticlecs
dc.identifier.doi10.3390/buildings13030681
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume13cs
dc.description.issue3cs
dc.description.firstpageart. no. 681cs
dc.identifier.wos000957153900001


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Zobrazit minimální záznam

© 2023 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution.
Kromě případů, kde je uvedeno jinak, licence tohoto záznamu je © 2023 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution.