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dc.contributor.authorMajor, Maciej
dc.contributor.authorKosiń, Mariusz
dc.contributor.authorMajor, Izabela
dc.date.accessioned2018-04-24T09:49:20Z
dc.date.available2018-04-24T09:49:20Z
dc.date.issued2017
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 43-50 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/126412
dc.description.abstractThis paper presents a numerical analysis of the effect of wind on the curtain wall in a high building. Two types of curtain wall were adopted: made of thin-wall C sections with nominal dimensions and the section that takes into consideration lower limits specified by the manufacturer.cs
dc.format.extent504330 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0026/tvsb-2017-0026.pdfcs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights© 2017 Maciej Major et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.  BY-NC-ND 3.0cs
dc.subjectthin-walled construction,cs
dc.subjectcurtain wallcs
dc.subjectFEMcs
dc.subjectwind pressurecs
dc.titleNumerical static analysis of the curtain wall with light steel structurecs
dc.typearticlecs
dc.identifier.doi10.1515/tvsb-2017-0026
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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