The invention provides an
online model updating
hybrid test method based on a dual adaptive UKF
algorithm, and the method comprises the steps: carrying out the initialization of a to-be-recognized constitutive
model parameter, determining a parameter initial value seismic oscillation according to a
genetic algorithm, inputting the seismic oscillation into a step-by-step
integration algorithm, and obtaining the displacement response dk of an overall structure; obtaining the boundary displacement of the test
substructure based on the displacement response dk and the constitutive
model parameter estimation value of the previous step, carrying out real loading according to the boundary displacement, obtaining the real
counterforce and real displacement of the test
substructure, and carrying out parameter
estimation based on a dual adaptive UKF
algorithm; and obtaining a new constitutive
model parameter value according to the new constitutive model parameter value and the displacement response dk of the overall structure, obtaining the counter-force Rk of the overall structure on each dynamic degree of freedom, realizing
online identification and model updating of the constitutive model parameter, and performing loop iteration to the process of ending the test, thereby improving the precision and stability of parameter identification, and improving the
test efficiency. The problem that the loading boundary of the test
substructure is inaccurate is effectively solved.