The present invention discloses a method for solving structural parameters based on complete
modal decomposition and
random forest response
surface fitting. First, obtain the estimated values of the structural natural vibration frequencies and the number of dominant frequencies. Secondly, obtain the minimum
frequency difference, design a frequency overlap criterion and combine it with VMD to determine the number of
decomposition components K, and perform
noise reduction
processing on the K + 1 components including the obtained K IMF components and the residual term respectively. Then, use the variable-speed GWO
algorithm combined with the FIR band-pass filter to perform complete division on the
noise-reduced and reconstructed
signal, set the objective function by comprehensively considering the
correlation coefficient, mutual
approximate entropy and envelope spectrum entropy, determine the weights of different factors and obtain the optimal segmentation frequency, and solve the
damping ratio based on the single-mode attenuation signals of each order. Finally, use the
random forest to fit the response surface and combine the
modal frequencies to solve the structural
elastic modulus and Poisson's ratio. The present invention can accurately identify the
modal structure parameters in an environment with strong
noise and dense
modes, and improve the accuracy, robustness, reliability and practicability of the
algorithm.