A Probabilistic Model for the Amplification of the Vibration Response of Railway Bridges Due to Random Track Unevenness in High-Speed Traffic
Auteur(s): |
Patrick Salcher
(Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria)
Christoph Adam (Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria) Paul König (Unit of Applied Mechanics, University of Innsbruck, Technikerstr. 13, Innsbruck 6020, Austria) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Structural Stability and Dynamics, juin 2022, n. 10, v. 22 |
DOI: | 10.1142/s0219455422410097 |
- Informations
sur cette fiche - Reference-ID
10664603 - Publié(e) le:
09.05.2022 - Modifié(e) le:
13.08.2022