A method and system for identifying bridge dynamic loads based on machine vision positioning
A dynamic load and positioning recognition technology, applied in character and pattern recognition, machine/structural component testing, instruments, etc., can solve the problems of not being able to obtain the weight distribution of axles, limiting the service life of equipment, and becoming stuck in traffic passages, etc. , to achieve the effect of excellent performance, convenient construction and wide applicability
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Embodiment 1
[0059] This embodiment discloses a method for identifying bridge dynamic loads based on machine vision positioning, such as figure 1 include:
[0060] S100. Obtain the characteristic parameters of the bridge structure to be analyzed. Specifically, in this embodiment, S100 specifically includes:
[0061] S101. The finite element software identifies the displacement-influenced surface of the bridge;
[0062] S102, the static load test identifies the influence line of the bridge calibration point;
[0063]S103. Obtain the correlation coefficient between the influence line of the bridge calibration point identified by the static load test and the displacement influence line identified by the corresponding finite element software;
[0064] S104. Obtain required characteristic parameters of the bridge structure.
[0065] S200. Identifying the real-time dynamic deflection time-history curve of the bridge structure by self-induction, extracting the bridge dynamic deflection value,...
Embodiment 2
[0101] This embodiment discloses a bridge dynamic load recognition system based on machine vision positioning, including: a bridge structure characteristic parameter acquisition unit, a dynamic deflection time history curve acquisition unit, an adaptive filtering algorithm unit, a license plate recognition unit, a license plate coordinate acquisition unit, a license plate Type identification unit, bridge dynamic load acquisition unit; where:
[0102] The bridge structural characteristic parameter acquisition unit is used to obtain the bridge structural characteristic parameters to be analyzed. Wherein, the working method of the bridge structure characteristic parameter acquisition unit has been described in detail in Embodiment 1, so this embodiment will not repeat it here.
[0103] The dynamic deflection time-history curve acquisition unit is used to self-inductively identify the real-time dynamic deflection time-history curve of the bridge structure, extract the bridge dynam...
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