Lag-informed thermal response modeling for uncertainty-aware bridge girder-end displacement anomaly detection: A field case study
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Le résumé fourni par la source
Bridge girder-end displacement (GED) is strongly influenced by nonlinear, multichannel, and delayed thermal effects, which can mask weak structural anomalies and undermine fixed residual thresholds. This study develops an uncertainty-aware anomaly-detection framework that combines lag-informed response prediction, dynamic conformal calibration, and sequential evidence fusion. A squeeze-and-excitation temporal convolutional network (SE-TCN) learns the mapping from historical multichannel temperatures to GED, while the Geometric Mean Optimizer (GMO) jointly selects the lag order and architecture-specific hyperparameters under a strictly separated training-validation protocol. Dynamic conformal prediction then constructs an empirically calibrated, time-adaptive normal-response envelope, while anomaly-aware residual admission mitigates calibration contamination by excluding samples classified as anomalous. A fused sequential conformal evidence detector (FSCE) integrates normalized interval exceedance, smoothed conformal evidence, residual bias, and temporal persistence. The framework is evaluated using the field-monitoring data from a single-tower cable-stayed bridge and nine injected anomaly scenarios involving offset, drift, and thermal-sensitivity degradation. The final predictor achieves an RMSE of 0.0479 mm, a MAPE of 0.1580%, and an R 2 of 0.9924. At a nominal coverage level of 95%, the empirical coverage is 94.83% with a mean interval width of 0.2199 mm. Across the nine anomaly scenarios, Proposed-FSCE yields zero false alarms and F1-scores ranging from 0.7950 to 0.9993. Anomaly-aware updating limits the end-inflation ratio to 1.00-1.08, compared with 2.03-7.66 under unconditional updating. These results support the proposed framework as an empirically calibrated approach to bridge-displacement anomaly detection.
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Le contrôle bibliographique ouvert
DOI retrouvé dans Crossref DOI retrouvé ; titre concordant.
- Titre Crossref
- Lag-informed thermal response modeling for uncertainty-aware bridge girder-end displacement anomaly detection: A field case study
- Date Crossref
- 01/10/2026
- Éditeur
- Elsevier BV
- Type
- journal-article
Ce recoupement confirme des métadonnées liées au DOI. Il ne confirme ni la méthode ni les conclusions de l’étude, et il ne compte pas comme une seconde source scientifique indépendante.
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