A Probabilistic Model for the Amplification of the Vibration Response of Railway Bridges Due to Random Track Unevenness in High-Speed Traffic
Author(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) |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | International Journal of Structural Stability and Dynamics, June 2022, n. 10, v. 22 |
DOI: | 10.1142/s0219455422410097 |
- About this
data sheet - Reference-ID
10664603 - Published on:
09/05/2022 - Last updated on:
13/08/2022