| dc.contributor.author | Šnirc, Ľuboš | |
| dc.contributor.author | Grmanová, Alžbeta | |
| dc.contributor.author | Ravinger, Ján | |
| dc.date.accessioned | 2018-04-24T11:20:05Z | |
| dc.date.available | 2018-04-24T11:20:05Z | |
| dc.date.issued | 2017 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 131-150 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/126431 | |
| dc.description.abstract | Geometric non-linear theory has been used to describe the post-buckling behavior of slender
web. Hamilton’s principle in increments has been used. Examples of dynamic post-bucking behavior
of slender web loaded in compression are presented. Influence of residual stresses to frequency of
slender web is a base for non-destructive method of investigation of structures. | cs |
| dc.format.extent | 643204 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-2017-0038/tvsb-2017-0038.pdf | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.rights | © 2017 Ľuboš Šnirc 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 | geometric non-linear problems | cs |
| dc.subject | stability | cs |
| dc.subject | dynamic post-buckling | cs |
| dc.subject | vibration | cs |
| dc.title | Dynamic post-buckling behavior | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.1515/tvsb-2017-0038 | |
| dc.rights.access | openAccess | cs |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |