Zobrazit minimální záznam



dc.contributor.authorDrahorád M.
dc.contributor.authorVokál M.
dc.date.accessioned2020-12-10T14:45:23Z
dc.date.available2020-12-10T14:45:23Z
dc.date.issued2017
dc.identifierV3S-314105
dc.identifier.citationDRAHORÁD, M. and M. VOKÁL. Non-linear Analysis of Slender Masonry Beam. Transactions of the VŠB – Technical University of Ostrava. 2017, 2017(2), 151-160. ISSN 1804-4824. DOI 10.1515/tvsb-2017-0039. Available from: https://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0039/tvsb-2017-0039.pdf
dc.identifier.issn1804-4824 (online)
dc.identifier.urihttp://hdl.handle.net/10467/92221
dc.description.abstractThis paper deals with numerical analysis and design of slander prismatic masonry beams loaded predominantly by axial force and bending moment in plane of the principal moment of inertia. Because of the material non-linearity, classical mathematical theory of slender columns cannot be applied for masonry elements, therefore the proposed method uses iterative non–linear calculation considering both material and geometrical non–linearity.eng
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherVysoká škola báňská
dc.relation.ispartofTransactions of the VŠB – Technical University of Ostrava
dc.relation.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0039/tvsb-2017-0039.pdf
dc.subjectmaterial non-linearityeng
dc.subjectgeometric non-linearityeng
dc.subjectsecond order analysiseng
dc.titleNon-linear Analysis of Slender Masonry Beameng
dc.typečlánek v časopisecze
dc.typejournal articleeng
dc.identifier.doi10.1515/tvsb-2017-0039
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


Soubory tohoto záznamu


Tento záznam se objevuje v následujících kolekcích

Zobrazit minimální záznam