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dc.contributor.authorHeiland, Till
dc.date.accessioned2024-07-09T08:34:13Z
dc.date.available2024-07-09T08:34:13Z
dc.date.issued2024
dc.identifier.urihttps://library.oapen.org/handle/20.500.12657/92037
dc.description.abstractRailway bridges are subject to dynamic loads caused by train crossings. To assess the risk of resonance, the dynamic properties are analysed using FE simulations. The identification of the dynamic system often proves to be difficult. In this thesis, the material-related influencing factors and the influence of the soil-structure interaction on the dynamic characteristics of railway portal frame bridges are investigated. Based on this, a calculation model is developed.en_US
dc.languageGermanen_US
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfungen_US
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and buildingen_US
dc.subject.othercalculation model; soil-structure interaction; dynamic characteristics; Railway portal frame bridges; Prognosemodell; Boden-Bauwerk-Interaktion; Dynamische Charakteristik; Eisenbahnrahmenbrückenen_US
dc.titleDynamische Charakteristik von Eisenbahnrahmenbrückenen_US
dc.title.alternativeEin Beitrag zur Klärung von Modelldiskrepanzenen_US
dc.typebook
oapen.identifier.doi10.5445/KSP/1000168277en_US
oapen.relation.isPublishedBy44e29711-8d53-496b-85cc-3d10c9469be9en_US
oapen.collectionAG Universitätsverlage
oapen.series.number25en_US
oapen.pages246en_US
peerreview.anonymityAll identities known
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.review.stagePre-publication
peerreview.review.typeFull text
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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