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This study introduces a novel dam stress calculation method combining deep learning and Monte Carlo simulation. The DS-FEM-CNN-LSTM-MC approach enhances accuracy and reduces computation time for nonlinear dynamic systems.

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Area of Science:

  • Geotechnical Engineering
  • Computational Mechanics
  • Artificial Intelligence

Background:

  • Traditional Monte Carlo (MC) methods for dam stress calculation are computationally intensive and time-consuming.
  • Nonlinear dynamic systems, such as those simulating dam stress, present challenges for accurate and efficient analysis.
  • Existing methods often struggle with balancing computational accuracy and speed.

Purpose of the Study:

  • To improve the accuracy and efficiency of dam stress calculations.
  • To develop a novel computational framework for nonlinear dynamic systems.
  • To reduce the computational time and workload associated with Monte Carlo simulations.

Main Methods:

  • A combined prediction model, DS-FEM-CNN-LSTM, was developed using Convolutional Neural Networks (CNN) and Long Short-Term Memory (LSTM) for nonlinear dam stress simulation.
  • The Design of Experiments (DOE) method was employed to optimize sample point design for MC simulations.
  • Weight factors and distance to failure surface were utilized as screening criteria within the MC framework.

Main Results:

  • The proposed DS-FEM-CNN-LSTM-MC method demonstrated superior performance compared to existing techniques.
  • Significant improvements in both computational time consumption and accuracy were achieved.
  • The integration of deep learning with MC simulation effectively addressed the limitations of individual methods.

Conclusions:

  • The DS-FEM-CNN-LSTM-MC method offers a more efficient and accurate approach for dam stress reliability calculation.
  • This hybrid approach provides a robust solution for analyzing complex nonlinear dynamic systems.
  • The findings suggest a promising direction for advancing computational methods in geotechnical engineering.