Legion Bridge in Prague - Assessment of Stone Arches

dc.contributor.authorVokál, Marek
dc.contributor.authorDrahorád, Michal
dc.date.accessioned2020-08-25T09:31:47Z
dc.date.available2020-08-25T09:31:47Z
dc.date.issued2019
dc.description.abstractThe 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.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2019, roč. 19, č. 2, s. 71-80 : il.cs
dc.identifier.doi10.35181/tces-2019-0023
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/141749
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.urihttp://tces.vsb.cz/Home/ArticleDetail/490cs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectmasonry arch bridgecs
dc.subjectvaultcs
dc.subjectbridgecs
dc.subjectassessmentcs
dc.subjectload carrying capacitycs
dc.subjectthrust linecs
dc.titleLegion Bridge in Prague - Assessment of Stone Archescs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

Files

Original bundle

Now showing 1 - 1 out of 1 results
Loading...
Thumbnail Image
Name:
tces_article490.pdf
Size:
6.64 MB
Format:
Adobe Portable Document Format
Description:
tces_article490.pdf

License bundle

Now showing 1 - 1 out of 1 results
Loading...
Thumbnail Image
Name:
license.txt
Size:
718 B
Format:
Item-specific license agreed upon to submission
Description: