2017
DOI: 10.3390/app7090895
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Experimental Study on Robustness of an Eddy Current-Tuned Mass Damper

Abstract: Abstract:In this paper, an eddy current tuned mass damper (ECTMD) is utilized to control the vibration of a cantilever beam. The robustness of the ECTMD against frequency detuning is experimentally studied in cases of both free vibration and forced vibration. The natural frequency of the cantilever beam can be adjusted by changing the location of a lumped mass. For purposes of comparison with the ECTMD, the robustness of a tuned mass damper (TMD) is also studied. The experimental results in the free vibration … Show more

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Cited by 28 publications
(16 citation statements)
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References 40 publications
(45 reference statements)
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“…In the field of civil engineering vibration control, passive control [19][20][21][22], semi-active control [23][24][25], active control [26][27][28], and hybrid control [29][30][31][32] have been extensively studied and demonstrated. In particular, passive control is the most widely used type of control system due to its simple structure, easy maintenance and high reliability [33][34][35]. The pounding tuned mass damper (PTMD) is a new type of passive damper.…”
Section: Introductionmentioning
confidence: 99%
“…In the field of civil engineering vibration control, passive control [19][20][21][22], semi-active control [23][24][25], active control [26][27][28], and hybrid control [29][30][31][32] have been extensively studied and demonstrated. In particular, passive control is the most widely used type of control system due to its simple structure, easy maintenance and high reliability [33][34][35]. The pounding tuned mass damper (PTMD) is a new type of passive damper.…”
Section: Introductionmentioning
confidence: 99%
“…Many other systems share a similar vibration problem with the pipeline structure that is slender and has low damping [14], with the vibration control of such systems having received significant attention [15][16][17]. The commonly used vibration control methods can be classified as active control [18][19][20], semi-active control [21][22][23], passive control [24][25][26][27] and hybrid control [28].…”
Section: Introductionmentioning
confidence: 99%
“…The TMD is a classical dynamic absorber, which can reduce the motion of the primary structure by generating an inertial force of the same frequency but opposite phase. TMDs are frequently implemented with energy dissipation components, such as viscous dampers [32], friction dampers [32,33], eddy-current components [17,31], etc. However, these devices often demand continuous maintenance to ensure the presence of the designed damping, which is impossible in some extreme circumstances, such as the subsea environment [34].…”
Section: Introductionmentioning
confidence: 99%
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“…Maddah et al [25] studied the reduction of magneto rheological dampers stiffness by incorporating an eddy current damper. Chen et al [26] studied the robustness of ECTMD. Wang et al [27] studied the vibration control of ECTMD on a submerged pipeline model.…”
Section: Introductionmentioning
confidence: 99%