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An adaptive extended radial basis function based interval analysis method for structural engineering solutions
Xu Jitang1, He Jinli2, Chen Qiang3
1Department of Transportation and Construction, Tianjin Bohai Vocational Technical Collage, Tianjin, China.
This study introduces an adaptive Extended Radial Basis Function (E-RBF) method for accurate structural uncertainty analysis. The novel approach efficiently determines upper and lower bounds for engineering structures, improving existing interval analysis techniques.
Area of Science:
- Engineering
- Computational Mechanics
- Uncertainty Quantification
Background:
- Uncertain interval analysis is crucial for engineering structures.
- Accurate and efficient determination of uncertainty bounds remains a challenge.
Purpose of the Study:
- To propose a novel adaptive Extended Radial Basis Function (E-RBF) based interval analysis method.
- To achieve accurate and efficient structural bound solutions for uncertainty analysis.
Main Methods:
- An adaptive Extended Radial Basis Function (E-RBF) method is developed.
- Adjusted widths for Gaussian basis functions are confirmed using an adaptive scaling technique.
- The method is validated using numerical functions and structural examples.
Main Results:
- The adaptive E-RBF method demonstrates accuracy in determining Gaussian basis function widths.
- The proposed method effectively solves for extreme uncertain interval bounds in complex structures.
- Validation confirms the method's validity and effectiveness on structural problems.
Conclusions:
- The adaptive E-RBF based interval analysis method provides accurate and efficient structural bound solutions.
- This approach addresses a key problem in current uncertain interval analysis.
- The method shows significant potential for complex structural engineering applications.
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