High robust eddy current tuned tandem mass dampers-inerters for structures under the ground acceleration

In this work, a novel eddy current tuned tandem mass dampers-inerters, referred to as EC-TTMDI is proposed, a theoretical analysis model of the vibration control mechanism is established, and parameterized analysis and design are conducted using the intelligent optimization algorithm. This model is...

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Vydáno v:Soil dynamics and earthquake engineering (1984) Ročník 188; s. 109040
Hlavní autoři: Cao, Liyuan, Li, Xueqin, Huang, Yu, Li, Chunxiang, Pan, Hang
Médium: Journal Article
Jazyk:angličtina
Vydáno: Elsevier Ltd 01.01.2025
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ISSN:0267-7261
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Abstract In this work, a novel eddy current tuned tandem mass dampers-inerters, referred to as EC-TTMDI is proposed, a theoretical analysis model of the vibration control mechanism is established, and parameterized analysis and design are conducted using the intelligent optimization algorithm. This model is the single-degree-of-freedom (SDOF) structure with EC-TTMDI subjected to Gaussian white noise base excitation. Specifically, the expression for the displacement variance of the SDOF structure-EC-TTMDI system was firstly obtained with resorting to both the equivalent linearization of eddy current damper (ECD) and residue theorem. The optimization objective function was then defined as minimization of the displacement variance, which is product of the white noise intensity and the square of H2 norm of the model transfer function. Employing the pattern-search algorithm, the variation trends of the objective function and the optimum design parameters were subsequently scrutinized. The vibration damping mechanism of EC-TTMDI is then revealed in terms of control effectiveness, robustness, structural frequency response, suppression bandwidth, and stroke. Finally, the time history response analysis of the SDOF structure-EC-TTMDI system subjected to the near-field impulse, near-field non-impulse, and far-field earthquakes was conducted to further confirm the performance superiority of EC-TTMDI. Results demonstrates that EC-TTMDI offers higher robustness and better control effectiveness compared to TTMDI and TMDI. Furthermore, EC-TTMDI features the damping force limiting characteristic, which enhances the integrity and reliability of TTMDI. •Novel eddy current-based tuned tandem mass dampers-inerters (EC-TTMDI) is proposed.•Optimum EC-TTMDI is acquired via pattern search to minimize displacement variance.•EC-TTMDI remarkably enhances bandwidth and robustness compared with TMDI and TTMDI.•EC-TTMDI has better displacement control effectiveness compared to TMDI and TTMDI.•Self-limiting ECD forces of EC-TTMDI lifts the integrity and reliability of TTMDI.
AbstractList In this work, a novel eddy current tuned tandem mass dampers-inerters, referred to as EC-TTMDI is proposed, a theoretical analysis model of the vibration control mechanism is established, and parameterized analysis and design are conducted using the intelligent optimization algorithm. This model is the single-degree-of-freedom (SDOF) structure with EC-TTMDI subjected to Gaussian white noise base excitation. Specifically, the expression for the displacement variance of the SDOF structure-EC-TTMDI system was firstly obtained with resorting to both the equivalent linearization of eddy current damper (ECD) and residue theorem. The optimization objective function was then defined as minimization of the displacement variance, which is product of the white noise intensity and the square of H2 norm of the model transfer function. Employing the pattern-search algorithm, the variation trends of the objective function and the optimum design parameters were subsequently scrutinized. The vibration damping mechanism of EC-TTMDI is then revealed in terms of control effectiveness, robustness, structural frequency response, suppression bandwidth, and stroke. Finally, the time history response analysis of the SDOF structure-EC-TTMDI system subjected to the near-field impulse, near-field non-impulse, and far-field earthquakes was conducted to further confirm the performance superiority of EC-TTMDI. Results demonstrates that EC-TTMDI offers higher robustness and better control effectiveness compared to TTMDI and TMDI. Furthermore, EC-TTMDI features the damping force limiting characteristic, which enhances the integrity and reliability of TTMDI. •Novel eddy current-based tuned tandem mass dampers-inerters (EC-TTMDI) is proposed.•Optimum EC-TTMDI is acquired via pattern search to minimize displacement variance.•EC-TTMDI remarkably enhances bandwidth and robustness compared with TMDI and TTMDI.•EC-TTMDI has better displacement control effectiveness compared to TMDI and TTMDI.•Self-limiting ECD forces of EC-TTMDI lifts the integrity and reliability of TTMDI.
ArticleNumber 109040
Author Li, Xueqin
Cao, Liyuan
Huang, Yu
Li, Chunxiang
Pan, Hang
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  orcidid: 0000-0002-9935-7717
  surname: Huang
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  givenname: Chunxiang
  surname: Li
  fullname: Li, Chunxiang
  organization: Department of Civil Engineering, School of Mechanics and Engineering Science, Shanghai University, 333 Nanchen Road, Shanghai, 200444, China
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  surname: Pan
  fullname: Pan, Hang
  email: 2531966508@qq.com
  organization: Department of Civil Engineering, School of Mechanics and Engineering Science, Shanghai University, 333 Nanchen Road, Shanghai, 200444, China
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Keywords Eddy current tuned tandem mass dampers-inerters
Vibration control
Pattern-search algorithm
Earthquakes
H2 optimal control
Language English
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Snippet In this work, a novel eddy current tuned tandem mass dampers-inerters, referred to as EC-TTMDI is proposed, a theoretical analysis model of the vibration...
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SubjectTerms Earthquakes
Eddy current tuned tandem mass dampers-inerters
H2 optimal control
Pattern-search algorithm
Vibration control
Title High robust eddy current tuned tandem mass dampers-inerters for structures under the ground acceleration
URI https://dx.doi.org/10.1016/j.soildyn.2024.109040
Volume 188
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