Long-term monitoring of the track–bridge interaction on an extremely skew steel arch bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13349-020-00389-1.pdf
Reference19 articles.
1. Freystein H (2010) Interaktion Gleis/Brücke—Stand der Technik und Beispiele. Stahlbau 79:220–231. https://doi.org/10.1002/stab.201001299
2. Freystein H, Geißler K (2013) Interaktion Gleis/Brücke bei Stahlbrücken mit Beispielen. Stahlbau 82:78–86. https://doi.org/10.1002/stab.201310021
3. Ruge P, Birk C (2007) Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track–bridge interaction. Comput Struct 85:458–475. https://doi.org/10.1016/j.compstruc.2006.09.008
4. EN 1991-2 (2018) Eurocode 1: Actions on structures-Part 2: Traffic loads on bridges—Track–Bridge Interaction. British Standards Institution.
5. EN 1991-2 (2003) Eurocode 1: Actions on structures-Part 2: Traffic Loads on bridges. European committee for standardization.
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