On the vertical effect of the Non-linear behavior of track–bridge interaction in simply supported railway bridges-Reference-Cited by-同舟云学术

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On the vertical effect of the Non-linear behavior of track–bridge interaction in simply supported railway bridges

Published:2023-09 Issue: Volume:154 Page:104442
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Hankari Said El^ORCID,Tahiri Mohamed,Dkiouak Rachid,Roky Khalid

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference27 articles.

1. Eurocode: Basis of Structural Design. Annex A2: Application for Bridges. Final Version;CEN,2005

2. Rail Bridges for Speeds > than 200km/H. Final Report. Part a, Synthesis of Results of D214 Research,1999

3. A simplified finite element to consider the non-linear influence of the ballast on vibrations of railway bridges;Battini;Eng. Struct.,2011

4. Dynamic analysis of the train-bridge system considering the non-linear behaviour of the track-deck interface;Ticona Melo;Eng. Struct.,2020

5. Experimental analysis of damping mechanism in ballasted track on single track railway bridges;Stollwitzer;Eng. Struct.,2020

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