This invention discloses a method and
system for synchronous monitoring of bridge structural
displacement based on
wireless intelligent vision, belonging to the field of bridge health monitoring technology. The method involves acquiring images of the bridge monitoring area and performing format
standardization processing;
synchronizing the
clock and frame acquisition timing of multiple monitoring nodes, achieving
microsecond-level synchronization through linear drift compensation, hardware-triggered synchronization, and frame buffering technology; calculating sub-pixel displacement data using either target-independent or improved marker tracking
modes, the former based on
frequency domain phase correlation analysis, and the latter using a constrained attitude
decomposition algorithm to improve accuracy; performing localized visual calculations on the displacement data and outputting displacement time-
series data; and wirelessly transmitting the data to achieve real-time
visualization and data interaction with downstream systems. The
system includes modules for
image acquisition, node synchronization, displacement calculation, local calculation,
wireless transmission, and data interaction. This invention achieves non-contact, high-precision displacement monitoring, improves multi-node synchronization and data real-time performance, and is adaptable to various inspection scenarios.