| dc.contributor.author | Vokál, Marek | |
| dc.contributor.author | Drahorád, Michal | |
| dc.date.accessioned | 2018-04-24T11:27:07Z | |
| dc.date.available | 2018-04-24T11:27:07Z | |
| dc.date.issued | 2017 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 151-160 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/126432 | |
| dc.description.abstract | This 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. | cs |
| dc.format.extent | 670820 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.language.iso | en | cs |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
| dc.relation.uri | https://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0039/tvsb-2017-0039.pdf | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.rights | © 2017 Marek Vokál et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0 | cs |
| dc.subject | masonry | cs |
| dc.subject | material non–linearity | cs |
| dc.subject | geometric non–linearity | cs |
| dc.subject | second order analysis | cs |
| dc.title | Non–linear analysis of slender masonry beam | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.1515/tvsb-2017-0039 | |
| dc.rights.access | openAccess | cs |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |