The Wavelength Characteristics of Vertical Deformation and a Train Dynamics Simulation of Long-Span, Cable-Stayed Bridges Under Complex Loads

The Wavelength Characteristics of Vertical Deformation and a Train Dynamics Simulation of Long-Span, Cable-Stayed Bridges Under Complex Loads

Ballastless tracks have a high smoothness, but the corresponding laying requirements are strict. Therefore, the maximum span of cable-stayed bridges that can accommodate ballastless tracks is 392 m. For laying ballastless track structures over larger spans, the deformation characteristics of long-sp...

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Bibliographic Details
Main Authors: Zhiqiang Pang, Mangmang Gao, Guolong Li, Jingjing Yang, Fei Yang
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Applied Sciences
Subjects:
bridge engineering
long-span, cable-stayed bridges
mapping relationships
ballastless track
train–bridge dynamic coupling model
wavelength characterization
Online Access:https://www.mdpi.com/2076-3417/15/1/133
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