The invention discloses a method for predicting an
impact displacement
time history curve of a concrete filled steel tubular column under the influence of defect
coupling, comprising the following steps: S1, acquiring a
data set: acquiring
test data and verified finite element numerical
simulation data, the
data set sample comprising structural characteristic parameters of a component and a corresponding displacement
time history curve under transverse
impact, s2, data preprocessing: extracting geometric, material, defect and
impact working condition parameters of the component to form an input
feature vector, standardizing input features, performing
time alignment and
resampling on a displacement
time history, and constructing a
time sequence input
tensor of a unified dimension; s3, a CNN-LSTM-
Attention model is established, and the CNN-LSTM- S4, training and optimizing the model by using sample data, and taking a
mean square error as a
loss function; s5, target component parameters are input, and an impact displacement time history prediction result is output. According to the method, the impact displacement time history of the concrete filled steel tubular column containing multiple defects can be accurately and efficiently predicted, and the
impact resistance evaluation efficiency of the structure is improved.