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Updated: Dec 13, 2025

Simulation of Human-induced Vibrations Based on the Characterized In-field Pedestrian Behavior
Published on: April 13, 2016
A Siamese Network-Based Non-Contact Measurement Method for Railway Catenary Uplift Trained in a Free Vibration Test.
Fuchuan Duan1, Zhigang Liu1, Donghai Zhai2
1State Key Laboratory of Traction Power and School of Electrical Engineering, Southwest Jiaotong University, Chengdu 610031, China.
This study introduces a novel deep learning method for non-contact monitoring of catenary vibrations. The advanced technique accurately identifies catenary uplift, crucial for assessing railway operations and pantograph-catenary interactions.
Area of Science:
- Mechanical Engineering
- Electrical Engineering
- Artificial Intelligence
Background:
- Pantograph-catenary interaction significantly impacts railway operation and safety.
- Monitoring catenary dynamic uplift is essential for evaluating contact performance and interaction mechanisms.
Purpose of the Study:
- To propose a non-contact, deep learning-based method for real-time monitoring of catenary vibration.
- To validate the method's effectiveness through field tests under various conditions.
Main Methods:
- Utilized a fully convolutional Siamese neural network for contact wire tracking.
- Implemented a class-agnostic binary segmentation mask to mitigate recognition errors.
- Incorporated a novel down-sampling block to reduce feature loss under variable lighting.
Main Results:
- The proposed deep learning method demonstrated robust performance in identifying catenary vibration during field tests.
- Extracted uplift data correlated well with numerical simulations.
- The method proved effective under diverse lighting conditions and excitation levels.
Conclusions:
- The developed non-contact measurement method accurately monitors catenary vibration and uplift.
- This technique offers a valuable tool for railway inspection and understanding pantograph-catenary dynamics.
- The findings contribute to improved wave propagation and damping analysis in catenary systems.
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