🤖 AI Summary
This work addresses the inefficiency and poor generalization of conventional neural network–driven Markov chain Monte Carlo (MCMC) methods in Bayesian updating of structural dynamics models, which typically require retraining for each new task. To overcome this limitation, the authors propose the AM-SGHMC algorithm, which integrates stochastic gradient Hamiltonian Monte Carlo (SGHMC) with adaptive neural networks and meta-learning. By introducing an innovative input–output architecture, the sampler is trained once and can generalize across a range of Bayesian updating tasks for similar structural systems without further retraining. Validation on multi-story building models—spanning both low- and high-fidelity scenarios—demonstrates that the proposed method substantially reduces computational overhead while maintaining high accuracy and efficiency in parameter inference.
📝 Abstract
In the last few decades, Markov chain Monte Carlo (MCMC) methods have been widely applied to Bayesian updating of structural dynamic models in the field of structural health monitoring. Recently, several MCMC algorithms have been developed that incorporate neural networks to enhance their performance for specific Bayesian model updating problems. However, a common challenge with these approaches lies in the fact that the embedded neural networks often necessitate retraining when faced with new tasks, a process that is time-consuming and significantly undermines the competitiveness of these methods. This paper introduces a newly developed adaptive meta-learning stochastic gradient Hamiltonian Monte Carlo (AM-SGHMC) algorithm. The idea behind AM-SGHMC is to optimize the sampling strategy by training adaptive neural networks, and due to the adaptive design of the network inputs and outputs, the trained sampler can be directly applied to various Bayesian updating problems of the same type of structure without further training, thereby achieving meta-learning. Additionally, practical issues for the feasibility of the AM-SGHMC algorithm for structural dynamic model updating are addressed, and two examples involving Bayesian updating of multi-story building models with different model fidelity are used to demonstrate the effectiveness and generalization ability of the proposed method.