Fig 1.
QIMPN framework diagram.
Fig 2.
Node coding process.
Fig 3.
PCA-DC cycle improvement process.
Fig 4.
Quality control model for anisotropic nodes in prefabricated shear wall structures.
Fig 5.
Prefabricated shear wall panels and their load-bearing schematic diagram.
Fig 6.
IDA flowchart.
Fig 7.
Optimization model for stress parameters of matched shear wall panels.
Table 1.
I/L type node quality entity type.
Fig 8.
Ablation test results of QIMPN-PCA-DC model.
Fig 9.
Test results of inter story displacement angle and shear strength of different models.
Fig 10.
Comparison of quality control optimization for anisotropic nodes before and after optimization.
Fig 11.
The performance of four algorithms on different datasets.
Fig 12.
Testing function diagram of QIMPN-PCA-DC.
Fig 13.
Comparison of configuration effects before and after optimizing wall making parameters.
Table 2.
Multiple indicator test results.