Assessment of the transportation route of oversize and excessive loads in relation to the load-bearing capacity of existing bridges.

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dc.contributor.authorDoležel, Jiřícs
dc.contributor.authorNovák, Drahomírcs
dc.contributor.authorPetrů, Jancs
dc.coverage.issue1cs
dc.coverage.volume236cs
dc.date.issued2017-09-15cs
dc.description.abstractTransportation routes of oversize and excessive loads are currently planned in relation to ensure the transit of a vehicle through critical points on the road. Critical points are level-intersection of roads, bridges etc. This article presents a comprehensive procedure to determine a reliability and a load-bearing capacity level of the existing bridges on highways and roads using the advanced methods of reliability analysis based on simulation techniques of Monte Carlo type in combination with nonlinear finite element method analysis.en
dc.description.abstractTransportation routes of oversize and excessive loads are currently planned in relation to ensure the transit of a vehicle through critical points on the road. Critical points are level-intersection of roads, bridges etc. This article presents a comprehensive procedure to determine a reliability and a load-bearing capacity level of the existing bridges on highways and roads using the advanced methods of reliability analysis based on simulation techniques of Monte Carlo type in combination with nonlinear finite element method analysis.cs
dc.formattextcs
dc.format.extent1-6cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationIOP Conference Series: Materials Science and Engineering. 2017, vol. 236, issue 1, p. 1-6.en
dc.identifier.doi10.1088/1757-899X/236/1/012070cs
dc.identifier.issn1757-8981cs
dc.identifier.orcid0000-0002-2013-4300cs
dc.identifier.orcid0000-0003-0744-8265cs
dc.identifier.other144574cs
dc.identifier.researcheridAAM-4563-2020cs
dc.identifier.scopus7103231214cs
dc.identifier.urihttp://hdl.handle.net/11012/137142
dc.language.isoencs
dc.publisherIOP Publishingcs
dc.relation.ispartofIOP Conference Series: Materials Science and Engineeringcs
dc.relation.urihttp://iopscience.iop.org/article/10.1088/1757-899X/236/1/012070cs
dc.rightsCreative Commons Attribution 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1757-8981/cs
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/cs
dc.subjectFinite element methoden
dc.subjectStructural designen
dc.subjectReliability analysisen
dc.subjectMonte Carlo methodsen
dc.subjectFinite element method
dc.subjectStructural design
dc.subjectReliability analysis
dc.subjectMonte Carlo methods
dc.titleAssessment of the transportation route of oversize and excessive loads in relation to the load-bearing capacity of existing bridges.en
dc.title.alternativeAssessment of the transportation route of oversize and excessive loads in relation to the load-bearing capacity of existing bridges.cs
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-144574en
sync.item.dbtypeVAVen
sync.item.insts2025.02.03 15:45:17en
sync.item.modts2025.01.17 16:54:34en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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