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Optimal policy for structure maintenance: A deep reinforcement learning framework

强化学习 马尔可夫决策过程 计算机科学 任务(项目管理) 增强学习 桥(图论) 人工神经网络 人工智能 过程(计算) 运筹学 机器学习 工程类 马尔可夫过程 系统工程 数学 医学 统计 内科学 操作系统
作者
Shiyin Wei,Yuequan Bao,Hui Li
出处
期刊:Structural Safety [Elsevier BV]
卷期号:83: 101906-101906 被引量:78
标识
DOI:10.1016/j.strusafe.2019.101906
摘要

The cost-effective management of aged infrastructure is an issue of worldwide concern. Markov decision process (MDP) models have been used in developing structural maintenance policies. Recent advances in the artificial intelligence (AI) community have shown that deep reinforcement learning (DRL) has the potential to solve large MDP optimization tasks. This paper proposes a novel automated DRL framework to obtain an optimized structural maintenance policy. The DRL framework contains a decision maker (AI agent) and the structure that needs to be maintained (AI task environment). The agent outputs maintenance policies and chooses maintenance actions, and the task environment determines the state transition of the structure and returns rewards to the agent under given maintenance actions. The advantages of the DRL framework include: (1) a deep neural network (DNN) is employed to learn the state-action Q value (defined as the predicted discounted expectation of the return for consequences under a given state-action pair), either based on simulations or historical data, and the policy is then obtained from the Q value; (2) optimization of the learning process is sample-based so that it can learn directly from real historical data collected from multiple bridges (i.e., big data from a large number of bridges); and (3) a general framework is used for different structure maintenance tasks with minimal changes to the neural network architecture. Case studies for a simple bridge deck with seven components and a long-span cable-stayed bridge with 263 components are performed to demonstrate the proposed procedure. The results show that the DRL is efficient at finding the optimal policy for maintenance tasks for both simple and complex structures.

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