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April 18, 2026Computer-Aided Civil and Infrastructure Engineering1 citationsOpen Access

Physics-Informed Long Short-Term Memory Network with Data Folding for Efficient Site Seismic Response Prediction

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YWYongxin WuZYZhanpeng YinJWJuncheng Wang

Key Points

  • The aim is to develop an efficient and accurate framework for predicting site seismic response using physics-informed deep learning techniques.
  • Developed a physics-informed long short-term memory (LSTM) framework.
  • Added kinematic derivative relationships as soft constraints in the loss function.
  • Implemented data folding modules to improve training efficiency.
  • Employed targeted data augmentation to address measurement noise and signal variability.
  • Validated the framework on simulated events and KiK-net recordings.
  • Achieved a 97.98% confidence level within ±2% normalized error on numerical data.
  • Reduced training time by more than 60%.
  • Obtain an 88.84% confidence level on recorded data with data augmentation.
  • Achieved a response spectrum correlation of 0.951, indicating reliable frequency content prediction.

Abstract

Accurate prediction of site seismic response is essential for earthquake engineering and seismic design. Numerical simulation methods, although physically rigorous, become computationally intensive when soils exhibit complex nonlinear behavior and are sensitive to constitutive model selection and parameter calibration. Data‑driven deep learning models can approximate nonlinear mappings efficiently, yet they lack built‑in physical constraints and risk producing predictions that violate fundamental mechanics when extrapolating beyond the training domain. This study presents a physics‑informed deep long short-term memory (LSTM) framework for efficient and accurate site seismic response prediction. The framework enforces physical consistency by adding kinematic derivative relationships as soft constraints in the loss function and improves training efficiency by using Data folding modules. A targeted data augmentation strategy addresses measurement noise and signal variability in recorded data. Comprehensive validation on numerically simulated events and on KiK‑net recordings shows the effectiveness of the methodology. On numerical data, the physics‑informed model reaches a 97.98% confidence level within ±2% normalized error and reduces training time by more than 60%. On recorded data, the enhanced model with data augmentation reaches an 88.84% confidence level and a response spectrum correlation of 0.951, which supports reliable prediction of frequency content for engineering use. The framework provides an efficient and physically consistent solution for site response prediction with implications for seismic hazard assessment and structural design.

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Cite This Study

Wu et al. (2026) studied this question.

synapsesocial.com/papers/69e31f7340886becb653ea3ehttps://doi.org/10.1016/j.cacaie.2026.100054
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