The invention discloses a Kalman filtering steel
truss bridge structure parameter monitoring method based on
adaptive control. The method comprises the following steps: firstly, determining mechanical parameters such as
mass and rigidity of a steel
truss bridge structure; secondly, speed, acceleration, displacement and ground acceleration
vibration response data of a truss where the steel
truss bridge structure is located are collected; and then tracking the change of the speed, acceleration, displacement and rigidity of the structure by using a
Kalman filtering algorithm, performing envelope control by combining a dynamic statistical process
algorithm, and automatically alarming when the rigidity generates a change value and exceeds an envelope
control line. According to the method, the
Kalman filtering algorithm is optimized so that the
Kalman filtering algorithm can achieve the change of the predicted rigidity on the steel truss bridge structure, and the actual
engineering requirements are met; compared with a traditional single threshold
algorithm, the defect of a fixed threshold is overcome, the fixed threshold is optimized into
dynamic control, reference is provided for performance evaluation of the steel truss bridge structure, and management and maintenance work of the steel truss bridge structure can be effectively served.