Structural-response estimation on Main Fractured Design synthetic n = 800, dZ = 50
0.953Control CorrelationA-IHF
Evaluation Results
| Method | Links | ||
|---|---|---|---|
| A-IHFSelection=fixed2026.06 | 0.953 | 1.81 | |
| A-IHFSelection=observational with guardrail2026.06 | 0.948 | 1.732 | |
| A-IHFSelection=observational2026.06 | 0.948 | 1.732 | |
| Graph spectral CFSelection=graph GCV2026.06 | 0.858 | 2.179 | |
| Graph ridge CFSelection=graph GCV2026.06 | 0.853 | 2.163 | |
| Random forest CFSelection=first-stage CV2026.06 | 0.827 | 2.277 | |
| XGBoost CFSelection=first-stage CV2026.06 | 0.793 | 2.603 | |
| CV-tuned Deep CFSelection=first-stage CV2026.06 | 0.764 | 3.153 | |
| Kernel ridge CFSelection=first-stage CV2026.06 | 0.75 | 2.883 | |
| Deep ensemble CFSelection=fixed ensemble2026.06 | 0.715 | 3.589 |