2020
DOI: 10.1016/j.ymssp.2020.106879
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Design and dynamic characterization of a large-scale eddy current damper with enhanced performance for vibration control

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Cited by 63 publications
(23 citation statements)
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References 38 publications
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“…Anwar and Stevenson (2006) introduced a nonlinear model using a double exponential function to model the characteristics between torque and velocity. Zhang et al (2020) proposed a nonlinear model by using a two-dimensional analytical method to evaluate the relationship between torque and rotating velocity, and the results indicate the nonlinear model is consistent with numerical simulation.…”
Section: Introductionmentioning
confidence: 56%
“…Anwar and Stevenson (2006) introduced a nonlinear model using a double exponential function to model the characteristics between torque and velocity. Zhang et al (2020) proposed a nonlinear model by using a two-dimensional analytical method to evaluate the relationship between torque and rotating velocity, and the results indicate the nonlinear model is consistent with numerical simulation.…”
Section: Introductionmentioning
confidence: 56%
“…As shown in Figure 11, the supplemental dampers are installed between the first layer and the foundation. The structural parameters of the base isolated structure simplified by Zhang et al 33 These data were downloaded from the Peer Ground Motion Database. In order to evaluate the damping performance of the RGA-ECD more objectively, the conventional FVD widely used in civil engineering was also adopted in the numerical simulations for comparison.…”
Section: Examination For the Prototype Of The Rga-ecdmentioning
confidence: 99%
“…Wang et al 32 proposed a rotary electromagnetic inertial mass damper (REIMD) by using the ball screw mechanism and the flywheel to reduce the vibration of stay cables. Liang et al 22 and Zhang et al 33 studied the dynamic characteristics of a large‐scale ECD with the ball screw mechanism, and the results show that the large‐scale ECD has enhanced performance for vibration control.…”
Section: Introductionmentioning
confidence: 99%
“…The structural control technology has been proved to be able to reduce the excessive vibrations of flexible structures caused by dynamic excitations. The control strategy can be active, semi‐active, or passive, and the advantages of the passive control are no external energy input required, its simpler structural form, and lower cost 1,2 . With the development of the inerter, the performance of passive energy dissipation devices can be further enhanced.…”
Section: Introductionmentioning
confidence: 99%