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Dynamische Charakteristik von Eisenbahnrahmenbrücken

Ein Beitrag zur Klärung von Modelldiskrepanzen

dc.contributor.authorHeiland, Till
dc.date.accessioned2024-07-10T04:11:07Z
dc.date.available2024-07-10T04:11:07Z
dc.date.issued2024
dc.date.submitted2024-07-09T08:34:13Z
dc.identifierhttps://library.oapen.org/handle/20.500.12657/92037
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/140119
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.
dc.languageGerman
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung
dc.rightsopen access
dc.subject.othercalculation model; soil-structure interaction; dynamic characteristics; Railway portal frame bridges; Prognosemodell; Boden-Bauwerk-Interaktion; Dynamische Charakteristik; Eisenbahnrahmenbrücken
dc.subject.otherthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.titleDynamische Charakteristik von Eisenbahnrahmenbrücken
dc.title.alternativeEin Beitrag zur Klärung von Modelldiskrepanzen
dc.typebook
oapen.identifier.doi10.5445/KSP/1000168277
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2
oapen.pages246
dc.seriesnumber25


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