2017
DOI: 10.1002/stc.2058
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Particle impact dampers: Past, present, and future

Abstract: Particle damping, an effective passive vibration control technology, is developing dramatically at the present stage, especially in the aerospace and machinery fields. The aim of this paper is to provide an overview of particle damping technology, beginning with its basic concept, developmental history, and research status all over the world. Furthermore, various interpretations of the underlying damping mechanism are introduced and discussed in detail. The theoretical analysis and numerical simulation, togeth… Show more

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Cited by 175 publications
(106 citation statements)
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“…The damping coefficient C k can be determined from the mass and stiffness of the building in pounding case, given by Equation (8). Additionally, the damping coefficient C k could be derived from the restitution coefficient e, by equating the energy dissipation in pounding, which is shown in Equation (9):…”
Section: Pounding Impact Simulationmentioning
confidence: 99%
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“…The damping coefficient C k can be determined from the mass and stiffness of the building in pounding case, given by Equation (8). Additionally, the damping coefficient C k could be derived from the restitution coefficient e, by equating the energy dissipation in pounding, which is shown in Equation (9):…”
Section: Pounding Impact Simulationmentioning
confidence: 99%
“…It is important to sustainable development. Many structural control devices are accordingly studied [4][5][6][7][8][9][10]. To prevent structure collapse [11] and minimize the loss of earthquake disasters, "Earthquake Disaster Prevention and Reduction Plan (2016-2020)" has been implemented in China now, a primary task of which is enhancing the resistance to earthquake disaster.…”
Section: Introductionmentioning
confidence: 99%
“…Because TMDs have the advantages of small size and little interference to pedestrian bridges, they are widely used to control human-induced vibrations and solve the serviceability problem [8][9][10]. The vibration response of a pedestrian bridge is controlled by the inertia force given by the TMD, and the vibration energy of the TMD will be dissipated through its damping element [11][12][13].…”
Section: Introductionmentioning
confidence: 99%
“…Tuned mass damper (TMD) is one of the most traditional vibration control devices; it consists of a mass, some springs and damping elements [1][2][3][4][5][6]. For its purpose, it can be divided into vertical TMD and pendulum TMD.…”
Section: Introductionmentioning
confidence: 99%