On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions-Reference-Cited by-同舟云学术

On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions

Published:2022-03-14 Issue: Volume: Page:1-23
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Moliner Emma¹,Martínez-Rodrigo María Dolores¹^ORCID,Galvín Pedro²³^ORCID,Chordà- Monsonís Josep¹²^ORCID,Romero Antonio²^ORCID

Affiliation:

1. Department of Mechanical Engineering and Construction, Universitat Jaume I, Castellón, Spain

2. Escuela Técnica Superior de Ingeniería, Universidad de Sevilla, Sevilla, Spain

3. ENGREEN, Laboratory of Engineering for Energy and Environmental Sustainability, Universidad de Sevilla, Sevilla, Spain

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/10.1080/15732479.2022.2049828

Reference60 articles.

1. THE DEVELOPMENT OF ANALYTICAL MODELS FOR RAILROAD TRACK DYNAMICS

2. Dynamic Behaviour of a Short Span Filler-Beam Railway Bridge under High Speed Traffic

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

4. Train–track–bridge modelling and review of parameters

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