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Hyperparameter-optimized multi-fidelity deep neural network model associated with subset simulation for structural reliability analysis
DOI:10.1016/j.ress.2023.109492.png)
Abstract
En 中文
The present study proposes a two-stage Bi-Fidelity Deep Neural Network surrogate model to quantify the uncertainty of structural analysis using low-fidelity data samples added to the model to predict high-fidelity responses. This multi-fidelity surrogate model efficiently reduces the high computational cost for highly non-linear and high dimensional structural reliability problems. The framework is demonstrated using three different representative examples. First, it demonstrates the multi-fidelity model's accuracy for approximating a high nonlinear 20-dimensional standard benchmark function that is hard to approximate with other methods and compared with another multi-fidelity neural network framework. In the other examples, the multi-fidelity framework is associated with Subset Simulation to efficiently estimate rare events considering a benchmark case study including high-dimensional scenarios, and the third example considers finite element model case studies. The proposed framework is also compared with a multi-fidelity Co-Kriging method. The results show that the proposed multi-fidelity framework, with its optimized hyperparameters using Bayesian Optimization, is an excellent strategy for reducing the number of samples used to construct the performance function's surrogate model. Moreover, the proposed framework can provide an accurate failure probability estimation with a lower computational cost in high non-linear, high dimensional, and rare events.
Keywords:
Multi-fidelity
Artificial neural networks
Structural reliability analysis
Non-linear finite element analysis
Stiffened panel
Journal
R
IF:
11
Papers:
9.0K
Citations:
4.2W
Organization
Cited Papers
Bi-fidelity Kriging model for reliability analysis of the ultimate strength of stiffened panels
MARINE STRUCTURES
IF5.1
Seismic reliability analysis using a multi-fidelity surrogate model: Example of base-isolated buildings
STRUCTURAL SAFETY
IF6.3

