Method and system for dynamic identification of vehicle axle load based on vertical displacement affecting surface loading
A vertical displacement and dynamic recognition technology, applied in the field of vehicle axle load recognition, can solve problems such as traffic jams, equipment damage, bridge traffic congestion, etc., and achieve good adaptability to environmental conditions, strong regional adaptability, and wide application foreground effect
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Embodiment 1
[0052] A method for dynamically identifying vehicle axle loads based on vertical displacement-affected surface loading, comprising:
[0053] S100. Extracting girder type and structural parameter control information, specifically: obtaining required bridge type, bridge span, bridge deck width, section type distribution, and section moment of inertia structural characteristic parameters.
[0054] In some preferred embodiments, S100 is specifically:
[0055] S101. Obtain bridge type parameter information;
[0056] S102. Obtain bridge span layout information, divide longitudinal bridge displacement influence line grids, and extract intervals and numbers;
[0057] S103. Acquiring bridge deck width layout information, dividing transverse bridge direction displacement influence line grids, and extracting intervals and numbers;
[0058] S104. Obtain information on the distribution of cross-section types, determine the number of cross-section types, and extract structural parameters ...
Embodiment 2
[0082] This embodiment discloses a system for dynamically identifying vehicle axle loads based on vertical displacement influence surface loading, including: a beam type and structural parameter acquisition unit, a displacement influence surface acquisition unit at a vertical displacement measurement point, a corrected vertical displacement influence surface unit, a trigger Identify vehicle axle load system unit, vehicle axle load identification unit; where:
[0083] The beam type and structural parameter acquisition unit is used to extract beam type and structural parameter control information, specifically: to obtain the required bridge type, bridge span, bridge deck width, section type distribution, and section moment of inertia structural characteristic parameters. The specific working method of the beam type and structural parameter acquisition unit has been described in detail in Embodiment 1, and will not be repeated here.
[0084] The acquisition unit of the displaceme...
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