Dynamic response of a slightly curved bridges under moving mass loads

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dc.contributor.buuauthorReis, Murat
dc.contributor.buuauthorPala, Yaşar
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi.tr_TR
dc.contributor.orcid0000-0001-5853-488Xtr_TR
dc.contributor.researcheridAAI-1786-2019tr_TR
dc.contributor.scopusid26322781800tr_TR
dc.contributor.scopusid6603273385tr_TR
dc.date.accessioned2022-02-23T05:59:30Z
dc.date.available2022-02-23T05:59:30Z
dc.date.issued2009
dc.description.abstractIn this research, the dynamic response of a slightly curved bridges under moving mass load is studied using an analytical approach. A solution method similar to the method of successive approximation has been used. The method has been exemplified for the special values of the variables. The effects of some variables have been specifically investigated. The results reveal that the inertial, centripetal and Coriolis forces must be involved in the analysis especially when the slightly curved bridges under moving loads with high speed are examined. Depending on the convexity and concavity of the initial curve, the effects of these forces become different. In a curved bridge, the moving mass affects the bridge more than that in a straight bridge with increasing the velocity of the moving mass. It has been observed that the forced vibration of the bridge is strongly influenced by the velocity of the moving mass. Many figures have been plotted to show clearly the effects of the variables.en_US
dc.identifier.citationReis, M. ve Pala, Y. (2009). "Dynamic response of a slightly curved bridges under moving mass loads" Baltic Journal of Road and Bridge Engineering, 4(3), 143-148.en_US
dc.identifier.endpage148tr_TR
dc.identifier.issn1822-427X
dc.identifier.issue3tr_TR
dc.identifier.scopus2-s2.0-70350145379tr_TR
dc.identifier.startpage143tr_TR
dc.identifier.urihttps://doi.org/10.3846/1822-427X.2009.4.143-148
dc.identifier.urihttps://bjrbe-journals.rtu.lv/article/view/1822-427X.2009.4.143-148
dc.identifier.urihttp://hdl.handle.net/11452/24580
dc.identifier.volume4tr_TR
dc.identifier.wos000270757000007tr_TR
dc.indexed.scopusScopusen_US
dc.indexed.wosSCIEen_US
dc.language.isoenen_US
dc.publisherRiga Technical Univ-Rtuen_US
dc.relation.journalBaltic Journal of Road and Bridge Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBeamen_US
dc.subjectBridgeen_US
dc.subjectCurveden_US
dc.subjectMoving massen_US
dc.subjectResponseen_US
dc.subjectBeamsen_US
dc.subjectEngineeringen_US
dc.subject.scopusMoving Load; Elastic Foundation; Timoshenko Beamsen_US
dc.subject.wosEngineering, civilen_US
dc.titleDynamic response of a slightly curved bridges under moving mass loadsen_US
dc.typeArticle
dc.wos.quartileQ1en_US

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