Abstract
Bridge structural health monitoring systems collect continuous time series from strain gauges, accelerometers, displacement sensors, cable-force meters, temperature sensors, humidity probes, and wind-speed monitors. These signals are often affected by vehicle load variation, wind disturbance, thermal expansion, sensor aging, electromagnetic interference, and missing transmission segments. Strong noise may hide early structural anomalies or cause false maintenance alarms in conventional reconstruction-based models. This study proposes a latent noise suppression method for structural anomaly detection in bridge monitoring time series. The method uses a conditional diffusion denoising module to recover stable structural response trajectories from noisy observations. A disentangled latent representation is then constructed to separate traffic-load variation, environmental noise, and structural abnormal components. Anomaly scores are calculated using denoised residual energy and component-specific deviation margins. Experiments are conducted on a bridge monitoring dataset containing 42 long-span bridges, 3,860 sensors, 28 monitoring variables, and 1-minute records collected over 24 months. The dataset contains 1.46 billion timestamped measurements and 2,740 engineer-reviewed abnormal episodes, including cable-force drift, abnormal deck displacement, bearing stiffness degradation, local vibration increase, sensor malfunction, and expansion-joint abnormality. The proposed method reduces median early-warning delay from 9.4 days to 2.8 days compared with a wavelet-filtered temporal autoencoder. False maintenance alerts are limited to 1.4 cases per bridge-month. Diffusion denoising improves structural-response signal-to-noise ratio by 8.1 dB, while event-boundary deviation decreases by 19.6 hours. The model completes daily bridge-level assessment in 11.2 minutes. The results show that diffusion-driven denoising and latent disentanglement can improve robust anomaly detection in noisy bridge monitoring time series.
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