Adaptive compensation using long short-term memory networks for improved control performance in real-time hybrid simulation

IF 8.5 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Zhenfeng Lai, Yanhui Liu, Zhipeng Zhai, Jiajun Zhang
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引用次数: 0

Abstract

Real-time hybrid simulation (RTHS) divides structural systems into numerical and experimental substructures, providing a cost-effective solution for analyzing structural systems, especially those that are large or complex. However, the actuation systems between these substructures inevitably introduce delays, affecting the stability and accuracy of RTHS. To address this issue, this study proposes an adaptive compensation method based on a conditional adaptive time series (CATS) compensator and a long short-term memory (LSTM) network, termed CATS-LSTM. The LSTM model predicts actuator responses for parameter estimation and calculates prediction errors, improving control performance and reducing delays. The effectiveness of the proposed CATS-LSTM method and the accuracy of the LSTM prediction are validated through a series of simulations and experiments. The results indicate that the proposed CATS-LSTM method outperforms both the CATS and phase lead (PL) methods. Compared to the CATS method, the proposed method reduces the maximum delay, root mean square error, and peak error by 3 ms, 3.66%, and 4.78%, respectively, while achieving reductions of 12 ms, 8.4%, and 10.05%, compared to the PL method. Furthermore, the CATS-LSTM method is significantly less sensitive to initial parameter estimates, compared to the CATS method, enhancing robustness and mitigating the effects of inaccurate or varying initial parameter estimates.
利用长短期记忆网络进行自适应补偿,提高实时混合模拟的控制性能
实时混合模拟(RTHS)将结构系统分为数值子结构和实验子结构,为分析结构系统,尤其是大型或复杂结构系统提供了一种经济有效的解决方案。然而,这些子结构之间的执行系统不可避免地会引入延迟,影响 RTHS 的稳定性和准确性。为解决这一问题,本研究提出了一种基于条件自适应时间序列(CATS)补偿器和长短期记忆(LSTM)网络的自适应补偿方法,称为 CATS-LSTM。LSTM 模型可预测致动器响应以进行参数估计并计算预测误差,从而提高控制性能并减少延迟。通过一系列模拟和实验,验证了 CATS-LSTM 方法的有效性和 LSTM 预测的准确性。结果表明,所提出的 CATS-LSTM 方法优于 CATS 和相位引导 (PL) 方法。与 CATS 方法相比,拟议方法的最大延迟、均方根误差和峰值误差分别减少了 3 毫秒、3.66% 和 4.78%,而与 PL 方法相比,则分别减少了 12 毫秒、8.4% 和 10.05%。此外,与 CATS 方法相比,CATS-LSTM 方法对初始参数估计的敏感度明显降低,从而增强了鲁棒性,减轻了初始参数估计不准确或变化的影响。
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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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