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Unsupervised Stiffness Evaluation of High-Speed Railway Bridges Using Periodic Monitoring Data
Publisher: ASCE
Abstract: The operational performance of high-speed railway bridges is controlled by stiffness, and the reduction in bridge stiffness leads to a decline in ride comfort. Therefore, it is very important to periodically evaluate the ...
Operational Influence Line Identification of High-Speed Railway Bridge Considering Uncertainty of Train Load
Publisher: American Society of Civil Engineers
Abstract: The bridge influence line (BIL) contains static information for each section of a bridge, which is an important tool for bridge design and condition evaluation. The current influence line identification procedure relies ...
Automated Girder Rotation Assessment of High-Speed Railway Bridges for Operation Safety
Publisher: American Society of Civil Engineers
Abstract: Girder rotation at the bridge support or girder end is a key deformation indicator that reflects the high-speed railway (HSR) bridge stiffness. Large rotation deformation at these locations leads to train derailment risks, ...
Bridge Damage Localization Using Axle Weight Time History Data Obtained through a Bridge Weigh-in-Motion System
Publisher: ASCE
Abstract: With an increase in bridge service time, damage will inevitably occur. Accurately identifying damage is of great significance to the operation and maintenance of a bridge. To realize a frequent identification of local ...
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges
Publisher: ASCE
Abstract: Sliding bearings are a key component of bridges, and their normal performance is an important prerequisite to ensure traffic safety. To solve the problem wherein a single type of sensor has difficulty in effectively ...