dc.contributor.author | Vokál, Marek | |
dc.contributor.author | Drahorád, Michal | |
dc.date.accessioned | 2020-08-25T09:31:47Z | |
dc.date.available | 2020-08-25T09:31:47Z | |
dc.date.issued | 2019 | |
dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2019, roč. 19, č. 2, s. 71-80 : il. | cs |
dc.identifier.issn | 1213-1962 | |
dc.identifier.uri | http://hdl.handle.net/10084/141749 | |
dc.description.abstract | The article deals with available engineering
assessment methods for the stone vault bridges according
to relevant standards. The article summarizes variable
methodologies used for design and assessment of
masonry vaults in last period. All methods were applied
for assessment of the Legion Bridge over Vltava
River in Prague and results were compared. The models
were validated by results of static load test. | cs |
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 | http://tces.vsb.cz/Home/ArticleDetail/490 | cs |
dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
dc.rights | Attribution-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nd/4.0/ | * |
dc.subject | masonry arch bridge | cs |
dc.subject | vault | cs |
dc.subject | bridge | cs |
dc.subject | assessment | cs |
dc.subject | load carrying capacity | cs |
dc.subject | thrust line | cs |
dc.title | Legion Bridge in Prague - Assessment of Stone Arches | cs |
dc.type | article | cs |
dc.identifier.doi | 10.35181/tces-2019-0023 | |
dc.rights.access | openAccess | cs |
dc.type.version | publishedVersion | cs |
dc.type.status | Peer-reviewed | cs |