Ranges of spans, frequencies and masses were chosen to perform the calculations on a simply supported beam.
The results of the parametric study were postprocessed to get an idea on which types of bridges were more sensitive than others. UIC includes more than members across 5 continents. We provide UIC documents in electronic format and hard copy as well as document formating services.
Dynamic study of railway bridges under new reference load models for multiple units
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Subscribe to the Newsletter Our Newsletter wil keep you regularly informed of our latest publications UIC Leaflets, technical reports, proceedings Information on the collection of personal data. The importance of realistic models is discussed, especially regarding boundary conditions, load distribution and soil-structure interaction. Two theoretical case studies are presented, involving both deterministic and probabilistic assessment of a large number of railway bridges using simplified and computationally efficient models.
A total of four experimental case studies are also introduced, illustrating different aspects and phenomena in bridge dynamics.
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The excitation consists of both ambient vibrations, train induced vibrations, free vibrations after train passages and controlled forced excitation. Data correspond to usage on the plateform after The current usage metrics is available hours after online publication and is updated daily on week days.
Dynamics Railway Bridges by Fryba L - AbeBooks
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