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This research aims at the identification of time   varying axle load of moving vehicles though the determinations   of influence lines of bridge bending moment.With   the approach of this research, based on the theorem of   modal superposition, the modal acceleration of the bridge   subjected to moving loads is determined by the responding   acceleration data of the sections. At any given time, the   dynamic moment at a section is considered as a static moment   due to the distributed inertia force and moving loads   on the bridge. By using the bending moment influence line   of the bridge, the relationship between the moments and   the moving load is established. A method for identifying   the moving loads though the bending moment influence   lines is thus developed.With the application of the matrix   singularity, there is no need to solve for dynamic equations   and ill-conditioned matrix, and thus the proposed method   is highly effcient for engineering applications.

Axle Load Identification of Moving Vehicles Based on Influence Lines of Bridge Bending Moment