A New Approach for Multiple Loads Identification Based on the Segmental Area of the Influence Lines

The dynamic responses of bridges under multi moving loads are an essential precursor for their structural health monitoring (SHM). To enable the precise identification of the main moving load(s) among multiple moving loads, this study proposes an improved multi-source dynamic load identification alg...

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Bibliographic Details
Published in:	Infrastructures (Basel) Vol. 10; no. 11; p. 308
Main Authors:	Liu, Ping, Qiu, Weiwei, Kaewunruen, Sakdirat
Format:	Journal Article
Language:	English
Published:	Basel MDPI AG 01.11.2025
Subjects:	Accuracy Algorithms Bridges Deep learning dynamic load inversion algorithm Dynamic loads Errors Fourier transforms Identification influence line Influence lines Inverse problems Kalman filters Laws, regulations and rules Load load identification Moving loads Neural networks Regularization methods Sensors Strain gauges Structural health monitoring Traffic speed Vehicles Vision systems
ISSN:	2412-3811, 2412-3811
Online Access:	Get full text
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