Dynamic response of railway bridges subjected to passing vehicles

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dc.contributor.authorMoravčík, Milan
dc.contributor.authorMoravčík, Martin
dc.date.accessioned2018-04-24T10:31:23Z
dc.date.available2018-04-24T10:31:23Z
dc.date.issued2017
dc.description.abstractThis paper discusses some issues related to dynamic effects in railway bridges focussed on the dynamic behaviour of the small and medium span simply supported railway bridges subjected to a series of moving vehicle. Presented parametric study is focused on the dynamic deflection of the simply supported railway bridge of the span Lb = 38 m, due to the series moving loads representing a conventional train with the IC-coaches, with the impact to the speed up to 160 km/h applied in Slovakia.cs
dc.format.extent364036 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 79-88 : il.cs
dc.identifier.doi10.1515/tvsb-2017-0031
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/126419
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.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0031/tvsb-2017-0031.pdfcs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights© 2017 Milan Moravčík et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.  BY-NC-ND 3.0cs
dc.rights.accessopenAccesscs
dc.subjectdynamic responsecs
dc.subjectrailway bride deflectionscs
dc.subjectthe modal superposition methodcs
dc.titleDynamic response of railway bridges subjected to passing vehiclescs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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Řada stavební. 2017, roč. 17 / Civil Engineering Series. 2017, vol. 17