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

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Han Zhang , Liangkun Wang , Weixing Shi
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引用次数: 0

摘要

抗震结构控制对于减轻钢结构的地震破坏至关重要,特别是在对受损或老化结构进行抗震改造和加固时。传统的被动调谐质量阻尼器(PTMDs)依赖于精确的结构信息和特定的外部激励来达到最佳性能。当结构刚度由于老化相关的劣化而降低时,PTMDs通常无法保持有效的减振性能。因此,为了提高改造性能和增强对刚度退化结构的适用性,本研究提出了一种半主动TMD (STMD)控制算法,该算法可以根据结构运动动态调整刚度和频率。该智能控制算法采用长短期记忆(LSTM)神经网络预测结构响应,并结合小波变换(WT)进行瞬时频率识别。考虑单自由度结构和多自由度结构两种情况,对LSTM-WT联合算法的有效性进行评价。首先,计算了单自由度结构的频率响应曲线。随后,分析了10层剪力型结构在10种不同地震波作用下的响应。将结果与优化后的无源TMD和采用WT算法的STMD进行了比较。此外,为了证明所提出的组合算法的控制鲁棒性和抗震改造能力,在考虑结构刚度降低20%的情况下,比较了三种控制器的控制效果。数值结果表明LSTM-WT组合算法在不同地震激励频率范围内的有效性和鲁棒性,从而证实了其在损伤和老化钢结构智能抗震改造中的实际应用潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
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.
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