Influences of train speed and concrete Young's modulus on random responses of a 3D train-track-girder-pier coupled system investigated by using PEM

DOI10.1016/J.EUROMECHSOL.2018.11.017zbMath1406.74336OpenAlexW2902071767WikidataQ128897543 ScholiaQ128897543MaRDI QIDQ1713703

Sui Tan, Zhi Shan, Jian-feng Mao, Zhi-Wu Yu

Publication date: 28 January 2019

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2018.11.017

zbMATH Keywords

power spectral densitypseudo-excitation methodconcrete Young's modulusrandom dynamic responsestrain-track-girder-pier system

Mathematics Subject Classification ID

Random vibrations in dynamical problems in solid mechanics (74H50)

Cites Work

• Unnamed Item
• Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems
• Estimation of fatigue life of railway bridges under traffic loads

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