{"title":"基于LSTM预测与小波变换相结合的半主动TMD老化钢结构抗震智能改造","authors":"Han Zhang , Liangkun Wang , Weixing Shi","doi":"10.1016/j.tws.2025.113431","DOIUrl":null,"url":null,"abstract":"<div><div>Seismic structural control is critical for mitigating seismic damage to steel structures, particularly in the seismic-retrofitting and strengthening of damaged or aging structures. Conventional passive tuned mass dampers (PTMDs) are limited by their dependence on accurate structural information and specific external excitations to achieve optimal performance. When structural stiffness degrades owing to aging-related deterioration, PTMDs typically fail to maintain an effective vibration mitigation performance. Hence, to improve retrofitting performance and enhance applicability to stiffness-degraded structures, this study proposes a semi-active TMD (STMD) control algorithm that can dynamically adjust stiffness and frequency in response to structural movements. The proposed intelligent control algorithm uses a long short-term memory (LSTM) neural network to predict structural responses combined with instantaneous frequency identification via wavelet transform (WT). Two cases, i.e., a single-degree-of-freedom (SDOF) structure and a multi-DOF structure, are considered to evaluate the effectiveness of the combined LSTM-WT algorithm. First, the frequency-response curve of the SDOF structure is calculated. Subsequently, the response of a 10-story shear-type structure is analyzed under the excitation of 10 different earthquake waves. The results are compared with those obtained using an optimized passive TMD and an STMD with the WT algorithm. Furthermore, to demonstrate the control robustness and seismic-retrofitting capability of the proposed combined algorithm, the control effects of the three controllers are compared while considering a 20 % reduction in structural stiffness. The numerical results highlight the effectiveness and robustness of the combined LSTM-WT algorithm across various seismic excitation frequency ranges, thus confirming its potential for practical applications in the intelligent seismic-retrofitting of damaged and aging steel structures.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"214 ","pages":"Article 113431"},"PeriodicalIF":5.7000,"publicationDate":"2025-05-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic intelligent retrofitting of aging steel structure using semi-active TMD with LSTM prediction and wavelet transform combined algorithm\",\"authors\":\"Han Zhang , Liangkun Wang , Weixing Shi\",\"doi\":\"10.1016/j.tws.2025.113431\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Seismic structural control is critical for mitigating seismic damage to steel structures, particularly in the seismic-retrofitting and strengthening of damaged or aging structures. Conventional passive tuned mass dampers (PTMDs) are limited by their dependence on accurate structural information and specific external excitations to achieve optimal performance. When structural stiffness degrades owing to aging-related deterioration, PTMDs typically fail to maintain an effective vibration mitigation performance. Hence, to improve retrofitting performance and enhance applicability to stiffness-degraded structures, this study proposes a semi-active TMD (STMD) control algorithm that can dynamically adjust stiffness and frequency in response to structural movements. The proposed intelligent control algorithm uses a long short-term memory (LSTM) neural network to predict structural responses combined with instantaneous frequency identification via wavelet transform (WT). Two cases, i.e., a single-degree-of-freedom (SDOF) structure and a multi-DOF structure, are considered to evaluate the effectiveness of the combined LSTM-WT algorithm. First, the frequency-response curve of the SDOF structure is calculated. Subsequently, the response of a 10-story shear-type structure is analyzed under the excitation of 10 different earthquake waves. The results are compared with those obtained using an optimized passive TMD and an STMD with the WT algorithm. Furthermore, to demonstrate the control robustness and seismic-retrofitting capability of the proposed combined algorithm, the control effects of the three controllers are compared while considering a 20 % reduction in structural stiffness. The numerical results highlight the effectiveness and robustness of the combined LSTM-WT algorithm across various seismic excitation frequency ranges, thus confirming its potential for practical applications in the intelligent seismic-retrofitting of damaged and aging steel structures.</div></div>\",\"PeriodicalId\":49435,\"journal\":{\"name\":\"Thin-Walled Structures\",\"volume\":\"214 \",\"pages\":\"Article 113431\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-05-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Thin-Walled Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0263823125005245\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263823125005245","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Seismic intelligent retrofitting of aging steel structure using semi-active TMD with LSTM prediction and wavelet transform combined algorithm
Seismic structural control is critical for mitigating seismic damage to steel structures, particularly in the seismic-retrofitting and strengthening of damaged or aging structures. Conventional passive tuned mass dampers (PTMDs) are limited by their dependence on accurate structural information and specific external excitations to achieve optimal performance. When structural stiffness degrades owing to aging-related deterioration, PTMDs typically fail to maintain an effective vibration mitigation performance. Hence, to improve retrofitting performance and enhance applicability to stiffness-degraded structures, this study proposes a semi-active TMD (STMD) control algorithm that can dynamically adjust stiffness and frequency in response to structural movements. The proposed intelligent control algorithm uses a long short-term memory (LSTM) neural network to predict structural responses combined with instantaneous frequency identification via wavelet transform (WT). Two cases, i.e., a single-degree-of-freedom (SDOF) structure and a multi-DOF structure, are considered to evaluate the effectiveness of the combined LSTM-WT algorithm. First, the frequency-response curve of the SDOF structure is calculated. Subsequently, the response of a 10-story shear-type structure is analyzed under the excitation of 10 different earthquake waves. The results are compared with those obtained using an optimized passive TMD and an STMD with the WT algorithm. Furthermore, to demonstrate the control robustness and seismic-retrofitting capability of the proposed combined algorithm, the control effects of the three controllers are compared while considering a 20 % reduction in structural stiffness. The numerical results highlight the effectiveness and robustness of the combined LSTM-WT algorithm across various seismic excitation frequency ranges, thus confirming its potential for practical applications in the intelligent seismic-retrofitting of damaged and aging steel structures.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.