Abstract
This study proposes a procedure for correcting the dynamic response of nonlinear structures using sensor data obtained at specified locations. Simulation-based time-series prediction can reduce the online computational cost; however, the predicted response inevitably includes model-discrepancy errors due to variations in the actual structure’s material properties and boundary conditions. Hence, we introduce a simulation-response updating procedure that leverages the residual between the measured and predicted displacement responses acquired during operation. A transformer-based time-series model is used to approximate the displacement response, and the residual information in the prediction interval is exploited to correct the nonlinear displacement response. The proposed approach is validated through numerical examples of a cantilever beam and box-shaped beam.
| Translated title of the contribution | Dynamic Response Update of Nonlinear Structures Using Transformer-based Displacement Time-Series Estimation and Sensor-based Correction Operators |
|---|---|
| Original language | Korean |
| Pages (from-to) | 115-122 |
| Number of pages | 8 |
| Journal | Journal of the Computational Structural Engineering Institute of Korea |
| Volume | 39 |
| Issue number | 2 |
| DOIs | |
| State | Published - 2026 |
Keywords
- model mismatch
- reduced-order model
- sensor data-based response update
- transformer network
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