1999
DOI: 10.1007/978-3-540-49143-9
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Nonlinear Dynamics of Active and Passive Systems of Vibration Protection

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Cited by 32 publications
(24 citation statements)
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“…The ground acceleration a(t) is approximated as white-noise process a(t) = εσẇ(t). Kinetic, potential and total energy of the system are, respectively As shown in [16], the separate control for each structural element is more effective than control of the structure as a whole. We use separate active dampers producing the counteracting forces u i = β 0 f (H )q i (Fig.…”
Section: The Exit Locationmentioning
confidence: 99%
“…The ground acceleration a(t) is approximated as white-noise process a(t) = εσẇ(t). Kinetic, potential and total energy of the system are, respectively As shown in [16], the separate control for each structural element is more effective than control of the structure as a whole. We use separate active dampers producing the counteracting forces u i = β 0 f (H )q i (Fig.…”
Section: The Exit Locationmentioning
confidence: 99%
“…The numerical procedure, which is based on equations (1-8) and (16), is than applied. Figure 6 shows the superimposed dependencies of the r.m.s.…”
Section: D: ð10þmentioning
confidence: 99%
“…This is, mainly, because the electronic device with sensitive internal components is not a traditional subject of vibration protection (six-degree-of-freedom flexurally suspended solid body). The apparent drawback of the above traditional approach is that when analysis of the isolation system is carried out, it is normally the dynamics of the internal sensitive components that is ignored and the dynamic response of the enclosure alone that is optimized [1][2][3][10][11][12]16,17, see also ''Vibration and Shock Theory'' by Lord Corporation } ]. Such a concept absolutely misses the purpose of using isolators, which should be, in reality, the protection of the sensitive internal components from developing excessive dynamic responses.…”
Section: Introductionmentioning
confidence: 99%
“…Den Hartog gave an exact solution for the symmetric steady state motions of such a system in 1931 [1]. Many scholars, such as Makris [2], Hundal [3], Pierre [4], Nayfeh [5], and Kolovsky [6], have studied the system. Hong [7] also gave the exact solution of pure slip motions and many numerical simulations for stick-slip motions.…”
Section: Introductionmentioning
confidence: 99%