Assessing the key factors affecting the substructure of ballast-less railway track under moving load using a double-beam model and random forest method-Reference-Cited by-同舟云学术

Assessing the key factors affecting the substructure of ballast-less railway track under moving load using a double-beam model and random forest method

Published:2023-09 Issue: Volume:55 Page:1388-1405
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Koohmishi Mehdi^ORCID,Azarhoosh Alireza,Naderpour Hosein^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference45 articles.

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4. Dynamic response of a finite beam resting on a Winkler foundation to a load moving on its surface with variable speed;Beskou;Soil Dyn Earthq Eng,2018

5. Modelling and analysis of rails on viscoelastic foundation under a moving load;Bhatra;Transport Infrast Geotechnol,2019

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