4.6 Article

A Novel Support-Vector-Machine-Based Grasshopper Optimization Algorithm for Structural Reliability Analysis

期刊

BUILDINGS
卷 12, 期 6, 页码 -

出版社

MDPI
DOI: 10.3390/buildings12060855

关键词

structural reliability; failure probability; machine learning; support vector machine; grasshopper optimization

资金

  1. National Natural Science Foundation of China [52169021, 51869003]
  2. High Level Innovation Team and Outstanding Scholar Program of Universities in Guangxi province [202006]

向作者/读者索取更多资源

In this paper, a support-vector-machine-based grasshopper optimization algorithm (GOA) is proposed for structural reliability analysis of large and complex structures. The reliability problem is transformed into an optimization problem, and a surrogate model of the performance function is constructed using the support vector machine model. The GOA is used to search for the most probable point (MPP), and an iterative method is constructed to improve the accuracy of the surrogate model. Numerical cases and a long-span bridge application demonstrate the significant advantages of the method in computational accuracy and efficiency.
Aiming at the characteristics of high computational cost, implicit expression and high nonlinearity of performance functions corresponding to large and complex structures, this paper proposes a support-vector-machine- (SVM) based grasshopper optimization algorithm (GOA) for structural reliability analysis. With this method, the reliability problem is transformed into an optimization problem. On the basis of using the finite element method (FEM) to generate a small number of samples, the SVM model is used to construct a surrogate model of the performance function, and an explicit expression of the implicit nonlinear performance function under the condition of small samples is realized. Then, the GOA is used to search for the most probable point (MPP), and a reasonable iterative method is constructed. The MPP information of each iteration step is used to dynamically improve the reconstruction accuracy of the surrogate model in the region that contributes most to the failure probability. Finally, with the MPP after the iteration as the sampling center, the importance sampling method (ISM) is used to further infer the structural failure probability. The feasibility of the method is verified by four numerical cases. Then, the method is applied to a long-span bridge. The results show that the method has significant advantages in computational accuracy and computational efficiency and is suitable for solving structural reliability problems of complex engineering.

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