Fig 1.
Process of steel truss incremental launching.
Fig 2.
Process of steel truss guiding beam onto support piers.
Fig 3.
Assembly error angle of a single spline.
Fig 4.
Generated spline library.
Fig 5.
Assembly process of machine recognition form.
Fig 6.
Original record form of error matrix.
Fig 7.
Form for machine recognition.
Fig 8.
Sliding window process.
Fig 9.
Comprehensive prediction process of shape errors.
Fig 10.
CGAN and AutoML stacking device.
Fig 11.
Attention mechanism.
Fig 12.
Kalman process.
Fig 13.
U-wave estimates versus R-matrix noise variance.
Fig 14.
Correlation coefficient matrix.
Fig 15.
RMSE versus architectural parameters.
Fig 16.
RMSE versus training parameters.
Fig 17.
RMSE versus learning rate.
Fig 18.
On-site incremental launching progress of Xiangshan bridge.
Table 1.
Measurement arrangements and technical parameters.
Fig 19.
Actual measurement of shape errors.
Table 2.
Shape error measurement results statistics.
Fig 20.
Shape error manual calculation process.
Fig 21.
Summary Analysis of the 1st shape error in comprehensive measurement.
Fig 22.
Summary analysis of the 2nd shape error in comprehensive measurement.
Fig 23.
On-site incremental launching progress of Hongqili bridge.
Fig 24.
An application case of improved LSTM Data processing task.