The invention discloses a
structural dynamics model correction method, and belongs to the technical field of
model correction. S10, establishing a finite
element model of the structure, and setting a correction variable and a value range and an initial value thereof; s20,
modal finite
element analysis and experimental test value comparison are carried out; s30, if the error between the
simulation value and the test value exceeds the allowable range, the step S20 is repeated, and the finite
element model is updated; s40, updating the finite
element model by utilizing a correction result in the step S30; s50, resetting the correction variable, the range of the correction variable and the initial value of the correction variable; s60,
harmonic response finite
element analysis and experimental test value comparison are carried out; s70, if the error between the
simulation value and the test value exceeds the allowable range, adjusting the correction variable, and repeating the step S60 until the error meets the requirement; and S80, updating the finite element model to complete correction. According to the method, data of a plurality of excitation points and a plurality of response points are included at the same time, the problem of
model correction result deviation caused by only using a
single excitation point or a single response point at a time is effectively avoided, and the reliability and accuracy of a correction result are improved.