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

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.

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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

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