DOI: 10.3390/infrastructures11100344 ISSN: 2412-3811

A Group-Aware Data Quality Stress Testing Framework for Bridge Structural Health Monitoring: Evidence from the Vänersborg and Z24 Datasets

Jianxin Hu, Gongjian Che, Yucheng Wang

Bridge structural health monitoring (SHM) depends on sensor streams that may contain missing blocks, noise, spikes, drift, and recorded faults. We evaluated a frozen, group-aware stress testing protocol on 64 Vänersborg bridge opening events and 153 processed Z24 scenario × setup traces. Models used healthy training data only; degradations were restricted to held-out groups. Area under the receiver operating characteristic curve (ROC-AUC) and average precision (AP) were co-primary metrics. Vänersborg principal component analysis (PCA) baseline AUC and AP values were 0.500/0.454, respectively. In addition, 20% missingness yielded 0.188 and 0.327 (paired changes −0.313 and −0.126), and 0.5% spikes yielded 0.058 and 0.298 (−0.442 and −0.156), respectively. Z24 PCA baseline AUC and AP values were 0.731 and 0.929, respectively, and the studied perturbations changed both metrics only slightly. Under event power-scaled 5 dB noise, Vänersborg PCA AUC decreased by 0.221, while the other detectors increased. A new label-blind sensitivity analysis fixed one robust channel variance from the healthy training events. This equalized injected power across evaluation classes and changed the PCA ΔAUC to +0.075, showing that the original scaling asymmetry contributed materially to the detector-specific directions. Results are exact conditional summaries of two observed finite archives and do not establish universal quality, severity, or maintenance thresholds.