Validation of a vertical train–track–bridge dynamic interaction model based on limited experimental data-Reference-Cited by-同舟云学术

Validation of a vertical train–track–bridge dynamic interaction model based on limited experimental data

Published:2019-04-27 Issue:1 Volume:16 Page:181-201
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Ticona Melo Ladislao R.¹^ORCID,Ribeiro Diogo²^ORCID,Calçada Rui³,Bittencourt Túlio N.⁴

Affiliation:

1. Department of Structural and Geotechnical Engineering, University of São Paulo, São Paulo, Brazil;

2. CONSTRUCT-LESE, School of Engineering, Polytechnic of Porto, Porto, Portugal;

3. CONSTRUCT-LESE, Faculty of Engineering, University of Porto, Porto, Portugal;

4. Department of Structural and Geotechnical Engineering, University of São Paulo, São Paulo, Brazil

Funder

CNPq

CONSTRUCT - Instituto de I&D em Estruturas e Construções

FCT/MCTES

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2019.1605394

Reference33 articles.

1. A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges

2. Influence of the ballasted track on the dynamic properties of a truss railway bridge

3. An automatic mode pairing strategy using an enhanced modal assurance criterion based on modal strain energies

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