Tire‐derived aggregate layer performance in railway bridges as a novel impact absorber: Numerical and field study-Reference-Cited by-同舟云学术

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Tire‐derived aggregate layer performance in railway bridges as a novel impact absorber: Numerical and field study

Published:2019-08-13 Issue:10 Volume:26 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Esmaeili Morteza¹^ORCID,Siahkouhi Mohammad¹

Affiliation:

1. School of Railway EngineeringIran University of Science and Technology Tehran Iran

Funder

Iran Railway Research Center

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2444

Reference30 articles.

1. Railway Bridge Approaches under Heavy Axle Load Traffic: Problems, Causes, and Remedies

2. Dynamic characteristics analysis of mats of ballasted track on bridge;Hong X;Indonesian J Electr Eng Comput Sci,2012

3. Reducing slab track vibration into bridge using elastic materials in high speed railway

4. Enhancing the Structural Performance of Masonry Arch Bridges with Ballast Mats

5. Mitigation Measures for Open Lines against Vibration and Ground-Borne Noise: A Swiss Overview

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3. Improving the mechanical performance of railway concrete sleepers using recycled materials: An experimental and numerical study;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2024-05-10

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