1968
DOI: 10.1016/0022-460x(68)90236-8
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Vibration isolation between non-rigid machines and non-rigid foundations

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Cited by 42 publications
(24 citation statements)
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“…Substitution of the assumed exponential solution into equation (3) leads to the following characteristic equation and two categories of roots [16]:…”
Section: Mobilities Of a Finite Timoshenko Beammentioning
confidence: 99%
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“…Substitution of the assumed exponential solution into equation (3) leads to the following characteristic equation and two categories of roots [16]:…”
Section: Mobilities Of a Finite Timoshenko Beammentioning
confidence: 99%
“…(2) Compare the Timoshenko and Euler beam solutions for the e!ects of shear deformation and rotary inertia of an isolator on vibration power attenuation measures. (3) Investigate the role of isolator parameters such as the static sti!ness ratios, shape factors and material properties on isolation measures over a broad range of frequencies.…”
Section: Problem Formulationmentioning
confidence: 99%
“…The isolation method is a common and usual method that is implemented for the reduction of unbalanced vibrations of rotary mechanisms and engines, (Soliman & Hallam, 1968) and in which a flexible platform isolator is taken into consideration for absorbing the vibrations to stop them from damaging other parts and components. An alternative method used for the reduction of the vibrations caused by rotary engines is the active vibration control method (Ruzicka, 1969;Vilnay, 1984).…”
Section: Introductionmentioning
confidence: 99%
“…Research objects have been developed from rigid models [15,16] to flexible ones [17][18][19], and the performance index has been developed from force or velocity indices [20][21][22] to power flow indices [17,18,23]. Du [24] found that the force transmissibility increased 20∼30 dB, and the noise radiated by the foundation increased about 22 dB when wave effects of isolators are considered.…”
Section: Introductionmentioning
confidence: 99%