Numerical-Experimental Assessment of the SLS for Traffic Safety in Skewed High-Speed Railway Bridges

Author:

Quesada Juan Carlos SánchezORCID,Moliner EmmaORCID,Galvín PedroORCID,Martínez-Rodrigo Mª DoloresORCID,Romero AntonioORCID

Publisher

Springer Nature Switzerland

Reference8 articles.

1. UIC (1999) Rail bridges for speeds > than 200km/h. Final Report. Part A. Synthesis of the results of D214 research. ERRI D-214/RP9

2. CEN/TC250 (2005) Eurocode: Basis of structural design. Annex A2: application for bridges. Final version. European Committee for Standardization

3. Yang YB, Yau JD, Hsu LC (1997) Vibration of simple beams due to trains moving at high speeds. Eng Struct 19(11):936–944

4. Nguyen K, Velarde C, Goicolea JM (2019) Analytical and simplified models for dynamic analysis of short skew bridges under moving loads. Adv Struct Eng 22(9):2076–2088

5. Reynders E (2012) System identification methods for (operational) modal analysis: review and comparison. Arch Comput Methods Eng 19(1):51–124

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