Limit states of steel supporting structure for bridge cranes

dc.contributor.authorMantič, Martin
dc.contributor.authorKul'ka, Jozef
dc.contributor.authorKopas, Melichar
dc.contributor.authorFaltinová, Eva
dc.contributor.authorHrabovský, Leopold
dc.date.accessioned2020-09-21T12:18:27Z
dc.date.available2020-09-21T12:18:27Z
dc.date.issued2020
dc.description.abstractThis paper describes a question of evaluation necessity of bridge cranes using the method of limit deformation state and oscillation damping. The solution was performed by means of theoretical analysis and an experimental verification at the selected bridge crane. The final result sounds that in the case of a correct strength computing of given bridge crane, it is not necessary to also check deformation and damping of oscillation as well.cs
dc.description.firstpage141cs
dc.description.lastpage158cs
dc.description.sourceWeb of Sciencecs
dc.description.volume108cs
dc.identifier.citationScientific Journal of Silesian University of Technology-Series Transport. 2020, vol. 108, p. 141-158.cs
dc.identifier.doi10.20858/sjsutst.2020.108.13
dc.identifier.issn0209-3324
dc.identifier.issn2450-1549
dc.identifier.urihttp://hdl.handle.net/10084/141799
dc.identifier.wos000546568200017
dc.language.isoencs
dc.publisherPolitechnika Śląska. Wydział Transportucs
dc.relation.ispartofseriesScientific Journal of Silesian University of Technology-Series Transportcs
dc.relation.urihttp://doi.org/10.20858/sjsutst.2020.108.13cs
dc.rightsScientific Journal of Silesian University of Technology-Series Transport is licensed under a Creative Commons Attribution 4.0 International License.cs
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectoscillationcs
dc.subjectdampingcs
dc.subjectenergycs
dc.subjectexperimentcs
dc.subjectdeflectioncs
dc.subjecttimecs
dc.titleLimit states of steel supporting structure for bridge cranescs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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