{"title":"基于H2范数的有源多重调谐质量阻尼器的鲁棒稳定性约束共振抑制优化","authors":"Jianqiang Yao, Haode Huo, Yunzhi Zhang, Qin Li, Wentao Li, Chenyang Ding","doi":"10.1016/j.engstruct.2026.122316","DOIUrl":null,"url":null,"abstract":"<div><div>Flexible modes with low damping limit the improvement of performance in nanometer precision motion stages. Tuned mass dampers (TMDs) are an effective devices to increase damping. However, active control strategies considering both the TMDs parameter optimization and system robustness have not been sufficiently explored. This paper proposes an active multi-TMD system optimization method for resonance suppression applied to a flexible structure. In the multi-TMD system, the mass, damping coefficient, stiffness, and location of each TMD are all regarded as independent design variables. The flexible structure coupled with the multi-TMD system is modeled as a general Linear Fractional Transformation (LFT) framework considering both parameter uncertainties and multiplicative uncertainties in the two subsystems. Optimal parameters of the multi-TMD system and an optimal <span><math><msub><mrow><mi>H</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span> controller are obtained simultaneously using genetic algorithm. With the structured singular value upper bound constraint, robust stability against uncertainties is guaranteed. Numerical studies on a thin plate demonstrate the superiority of the proposed method in both nominal and uncertain systems. Among 5000 samples, the proposed method achieves more than 82% <span><math><msub><mrow><mi>H</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span> norm attenuation even in the worst case.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"353 ","pages":"Article 122316"},"PeriodicalIF":6.4000,"publicationDate":"2026-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"H2 norm based active multiple tuned mass dampers optimization for resonance suppression with robust stability constraint\",\"authors\":\"Jianqiang Yao, Haode Huo, Yunzhi Zhang, Qin Li, Wentao Li, Chenyang Ding\",\"doi\":\"10.1016/j.engstruct.2026.122316\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Flexible modes with low damping limit the improvement of performance in nanometer precision motion stages. Tuned mass dampers (TMDs) are an effective devices to increase damping. However, active control strategies considering both the TMDs parameter optimization and system robustness have not been sufficiently explored. This paper proposes an active multi-TMD system optimization method for resonance suppression applied to a flexible structure. In the multi-TMD system, the mass, damping coefficient, stiffness, and location of each TMD are all regarded as independent design variables. The flexible structure coupled with the multi-TMD system is modeled as a general Linear Fractional Transformation (LFT) framework considering both parameter uncertainties and multiplicative uncertainties in the two subsystems. Optimal parameters of the multi-TMD system and an optimal <span><math><msub><mrow><mi>H</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span> controller are obtained simultaneously using genetic algorithm. With the structured singular value upper bound constraint, robust stability against uncertainties is guaranteed. Numerical studies on a thin plate demonstrate the superiority of the proposed method in both nominal and uncertain systems. Among 5000 samples, the proposed method achieves more than 82% <span><math><msub><mrow><mi>H</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span> norm attenuation even in the worst case.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"353 \",\"pages\":\"Article 122316\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2026-04-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029626002294\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2026/2/5 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029626002294","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/5 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
H2 norm based active multiple tuned mass dampers optimization for resonance suppression with robust stability constraint
Flexible modes with low damping limit the improvement of performance in nanometer precision motion stages. Tuned mass dampers (TMDs) are an effective devices to increase damping. However, active control strategies considering both the TMDs parameter optimization and system robustness have not been sufficiently explored. This paper proposes an active multi-TMD system optimization method for resonance suppression applied to a flexible structure. In the multi-TMD system, the mass, damping coefficient, stiffness, and location of each TMD are all regarded as independent design variables. The flexible structure coupled with the multi-TMD system is modeled as a general Linear Fractional Transformation (LFT) framework considering both parameter uncertainties and multiplicative uncertainties in the two subsystems. Optimal parameters of the multi-TMD system and an optimal controller are obtained simultaneously using genetic algorithm. With the structured singular value upper bound constraint, robust stability against uncertainties is guaranteed. Numerical studies on a thin plate demonstrate the superiority of the proposed method in both nominal and uncertain systems. Among 5000 samples, the proposed method achieves more than 82% norm attenuation even in the worst case.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.