Method for rapid prediction of seismic damage of ballastless track-simple supported bridge system
By constructing a seismic wave and damage database, and using a convolutional neural network model to quickly assess the seismic-induced damage to the high-speed railway track-bridge system, this technology solves the problems of inaccurate assessment and high computational resource consumption in existing technologies, and achieves rapid and accurate damage prediction and train safety assessment.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- CENT SOUTH UNIV
- Filing Date
- 2023-05-10
- Publication Date
- 2026-06-12
AI Technical Summary
Existing technologies cannot effectively assess the overall seismic damage to high-speed railway track-bridge systems, nor can they analyze the differences between different seismic waves. This results in unreliable post-earthquake traffic safety assessments, high computational resource consumption, and difficulty in meeting the needs of rapid repair and traffic safety assessment during and after earthquakes.
A seismic wave database and a damage database for CRTSII type ballastless track high-speed railway simply supported beam bridges were constructed. A convolutional neural network was used for training to establish a convolutional neural network prediction model. By inputting real-time seismic wave acceleration time history curves, the seismic-induced damage of the ballastless track-simply supported bridge system was rapidly predicted.
It improves the accuracy and effectiveness of assessment and prediction, reduces computational resource consumption, shortens computation time, and enables rapid and accurate assessment of post-earthquake damage distribution, supporting post-earthquake traffic safety assessment and repair.
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Figure CN116562644B_ABST