Long-term monitoring of steel railway bridge interaction with continuous welded rail-Reference-Cited by-同舟云学术

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Long-term monitoring of steel railway bridge interaction with continuous welded rail

Published:2014-08 Issue: Volume:99 Page:176-186
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ryjáček Pavel,Vokáč Miroslav

Funder

Competence Centres program of Technology Agency of the Czech Republic (TA CR)

project Centre for Effective and Sustainable Transport Infrastructure

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Sensitivity analysis of rail–structure interaction force effects for direct-fixation;Baxter,2012

2. Beam–track interaction of high-speed railway bridge with ballast track;Bin;J Cent S Univ Technol,2012

3. Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges;ČSN EN 1991-2,2005

4. Modern railway track;Esveld,2001

5. Dynamics of railway bridges;Frýba,1996

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1. Analysis of rail structure interaction in continuous welded rails on railway bridges: a parametric analysis;Innovative Infrastructure Solutions;2024-09-05

2. A Numerical Investigation of Longitudinal Track–Bridge Interaction in Simply Supported Precast Concrete Girder Railway Bridges;Practice Periodical on Structural Design and Construction;2024-08

3. Mechanical behaviors of ballastless track under temperature and vehicle loads in high geo-temperature tunnel;Case Studies in Construction Materials;2024-07

4. An Experimental Investigation Of Rail Structure Interaction Under Peak Loads Using Instrumentation;2023 International Conference on Emerging Techniques in Computational Intelligence (ICETCI);2023-09-21

5. Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges;Buildings;2023-09-09

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