Nirmal S. Mehta, Vishisht Bhaiya, K. A. Patel, Ehsan Noroozinejad Farsangi
{"title":"Predictive active control of building structures using LQR and artificial intelligence","authors":"Nirmal S. Mehta, Vishisht Bhaiya, K. A. Patel, Ehsan Noroozinejad Farsangi","doi":"10.1007/s11803-024-2250-z","DOIUrl":null,"url":null,"abstract":"<p>This study presents a neural network-based model for predicting linear quadratic regulator (LQR) weighting matrices for achieving a target response reduction. Based on the expected weighting matrices, the LQR algorithm is used to determine the various responses of the structure. The responses are determined by numerically analyzing the governing equation of motion using the state-space approach. For training a neural network, four input parameters are considered: the time history of the ground motion, the percentage reduction in lateral displacement, lateral velocity, and lateral acceleration, Output parameters are LQR weighting matrices. To study the effectiveness of an LQR-based neural network (LQRNN), the actual percentage reduction in the responses obtained from using LQRNN is compared with the target percentage reductions. Furthermore, to investigate the efficacy of an active control system using LQRNN, the controlled responses of a system are compared to the corresponding uncontrolled responses. The trained neural network effectively predicts weighting parameters that can provide a percentage reduction in displacement, velocity, and acceleration close to the target percentage reduction. Based on the simulation study, it can be concluded that significant response reductions are observed in the active-controlled system using LQRNN. Moreover, the LQRNN algorithm can replace conventional LQR control with the use of an active control system.</p>","PeriodicalId":11416,"journal":{"name":"Earthquake Engineering and Engineering Vibration","volume":"50 1","pages":""},"PeriodicalIF":2.6000,"publicationDate":"2024-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering and Engineering Vibration","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11803-024-2250-z","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
This study presents a neural network-based model for predicting linear quadratic regulator (LQR) weighting matrices for achieving a target response reduction. Based on the expected weighting matrices, the LQR algorithm is used to determine the various responses of the structure. The responses are determined by numerically analyzing the governing equation of motion using the state-space approach. For training a neural network, four input parameters are considered: the time history of the ground motion, the percentage reduction in lateral displacement, lateral velocity, and lateral acceleration, Output parameters are LQR weighting matrices. To study the effectiveness of an LQR-based neural network (LQRNN), the actual percentage reduction in the responses obtained from using LQRNN is compared with the target percentage reductions. Furthermore, to investigate the efficacy of an active control system using LQRNN, the controlled responses of a system are compared to the corresponding uncontrolled responses. The trained neural network effectively predicts weighting parameters that can provide a percentage reduction in displacement, velocity, and acceleration close to the target percentage reduction. Based on the simulation study, it can be concluded that significant response reductions are observed in the active-controlled system using LQRNN. Moreover, the LQRNN algorithm can replace conventional LQR control with the use of an active control system.
期刊介绍:
Earthquake Engineering and Engineering Vibration is an international journal sponsored by the Institute of Engineering Mechanics (IEM), China Earthquake Administration in cooperation with the Multidisciplinary Center for Earthquake Engineering Research (MCEER), and State University of New York at Buffalo. It promotes scientific exchange between Chinese and foreign scientists and engineers, to improve the theory and practice of earthquake hazards mitigation, preparedness, and recovery.
The journal focuses on earthquake engineering in all aspects, including seismology, tsunamis, ground motion characteristics, soil and foundation dynamics, wave propagation, probabilistic and deterministic methods of dynamic analysis, behavior of structures, and methods for earthquake resistant design and retrofit of structures that are germane to practicing engineers. It includes seismic code requirements, as well as supplemental energy dissipation, base isolation, and structural control.