The invention relates to the technical field of
structural reliability analysis, in particular to an adaptive
structural reliability analysis method based on a Co-
kriging proxy model, which comprises the following steps: determining a
structural failure mode, acquiring corresponding high-fidelity and low-fidelity performance functions and inputting distribution information of variables; a high-fidelity sample set and a low-fidelity sample set are obtained through sampling; obtaining responses corresponding to the two fidelity samples, and constructing a Co-
kriging agent model; carrying out
structural reliability analysis by utilizing a Monte Carlo
simulation method, and calculating a
failure probability of each iteration; judging whether a convergence condition is met; adding new sample points into the
training set by using a learning function, constructing a Co-
kriging proxy model, and obtaining a final
failure probability; according to the method, the Co-kriging proxy model is combined with the learning function MPO (x, m), multi-precision sample data can be fused, and on the premise that it is ensured that the
failure probability estimation result has high precision, the calculation process is optimized, unnecessary calculation
resource consumption is effectively reduced, and the overall calculation cost is remarkably reduced.