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Dynamische Charakteristik von Eisenbahnrahmenbrücken
Till Heiland
2024
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Railway 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.
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Keywords
- Boden-Bauwerk-Interaktion
- calculation model
- dynamic characteristics
- Dynamische Charakteristik
- Eisenbahnrahmenbrücken
- Prognosemodell
- Railway portal frame bridges
- soil-structure interaction
Links
DOI: 10.5445/KSP/1000168277Editions