A probabilistic model for the amplification of the vibration response of railway bridges due to random track unevenness in high-speed traffic

DOI10.1142/s0219455422410097zbMath1537.74129MaRDI QIDQ6537911

Paul König, Christoph Adam, Patrick Salcher

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

Monte Carlo simulationamplification factorexceedance probabilityrailway bridge dynamicsrandom track irregularities

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45)

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