3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects-Reference-Cited by-同舟云学术

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3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects

Published:2023-03 Issue: Volume:279 Page:115546
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sánchez-Quesada J.C.^ORCID,Romero A.^ORCID,Galvín P.^ORCID,Moliner E.^ORCID,Martínez-Rodrigo M.D.^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

1. European Environment Agency. Rail and waterborne - best for low-carbon motorised transport, 2021.

2. UIC - International Union of Railways. Rail bridges for speeds > than 200km/h. Final Report. Part A. Synthesis of the Results of D214 Research. ERRI-D-214/RP9, 1999.

3. Frýba L. Dynamic behaviour of bridges due to high-speed trains. In: Workshop bridges for high-speed railways, Porto. 2004, p. 137–158.

4. Dynamic calculations of high-speed railway bridges in France – some case studies;Hoorpah,2008

5. Dynamic behaviour of ballast on railway bridges;Zacher,2008

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Dynamic testing and modeling of span interaction in high-speed railway girder bridges;Measurement;2024-02

2. Parametric study on reinforced concrete T-beam girder bridges;Materials Today: Proceedings;2023-04

3. Numerical-Experimental Assessment of the SLS for Traffic Safety in Skewed High-Speed Railway Bridges;Lecture Notes in Civil Engineering;2023

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