US5020644A
Expired / Lapsed
US
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Auxiliary mass damper for slender flexible element subject to vibration
Assignee: Individual
•
Filing: 1989-06-01
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Granted: 1991-06-04
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Expires: 2009-06-01
Abstract
Abstract Structures subject to seismic or other vibrations, such as structurally flexible elements of electrical and mechanical power plants, are effectively damped to reduce stresses resulting from such vibrations, by a system of auxiliary mass dampers. The dampers are advantageously connected to the regions of greater expected oscillation in response to such vibrations, to reduce structural stresses. A preferred auxiliary mass damper takes the form of a receptacle containing a fluent or granular material such as lead birdshot in mineral oil.
Inventors
- 👤 Fernando Novoa
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-26 02:47
CPC Classifications
H; H02; H02B; H02B1/00; H02B1/54; F; F16; F16F; F16F7/00; F16F7/10; F16L; F16L55/00; F16L55/04; H02B13/00; H02B13/02; H02B13/035; H02B5/00; H02B5/06
Claims Analysis
Total Claims: 31
Claim 1
Independent Claim
127 words
An auxiliary mass damper system for reducing or limiting the amplitude of vibratory oscillations induced from an external cause such as seismic activity, in an elongated and slender structurally flexible mechanical element having when oscillating in a given oscillatory mode a given mass, a given natural period of oscillation at a given natural frequency, and which is mounted to the ground so as to have, when subjected to said oscillations, a region of maximum displacement, said auxiliary mass damper system comprising: at least one closed receptacle containing as a ballast, in an enclosed space having a given volume, a given quantity of loose particles which are subject to being freely shaken; means rigidly mounting each said receptacle to said mechanical element within said region of maximum displacement.
Claim 2
Dependent Claim
127 words
An auxiliary mass damper system for reducing or limiting the amplitude of vibratory oscillations induced from an external cause such as seismic activity, in an elongated and slender structurally flexible mechanical element having when oscillating in a given oscillatory mode a given mass, a given natural period of oscillation at a given natural frequency, and which is mounted to the ground so as to have, when subjected to said oscillations, a region of maximum displacement, said auxiliary mass damper system comprising: at least one closed receptacle containing as a ballast, in an enclosed space having a given volume, a given quantity of loose particles which are subject to being freely shaken; means rigidly mounting each said receptacle to said mechanical element within said region of maximum displacement.
Claim 3
Dependent Claim
37 words
The auxiliary mass damper system of claim 1 in which the elongated and slender structural flexible mechanical element has a longitudinal axis, and wherein: each said receptacle is a body of revolution symmetrical about said longitudinal axis.
Claim 4
Dependent Claim
14 words
The auxiliary mass damper system of claim 2, wherein: said enclosed space is toroidal.
Claim 5
Dependent Claim
14 words
The auxiliary mass damper system of claim 2, wherein: said enclosed space is cylindrical.
Claim 6
Dependent Claim
16 words
The auxiliary mass damper system of claim 4, wherein: each said receptacle is internally flat bottomed.
Claim 7
Dependent Claim
14 words
The auxiliary mass damper system of claim 2, wherein: said enclosed space is paraboloidal.
Claim 8
Dependent Claim
37 words
The auxiliary mass damper system of claim 2, wherein: at least one said receptacle further includes internal wall means subdividing said space into a succession of angularly adjacent compartments each containing a respective portion of said ballast.
Claim 9
Dependent Claim
45 words
The auxiliary mass damper system of claim 1 in which the elongated and slender structurally flexible mechanical element has a longitudinal axis, and wherein: said at least one closed receptacle comprises a set of angularly elongated receptacles arranged in a series around said longitudinal axis.
Claim 10
Dependent Claim
24 words
The auxiliary mass damper system of claim 1, wherein: said at least one closed receptacle is a toroidal ring which is oval in plan.
Claim 11
Dependent Claim
17 words
The auxiliary mass damper system of claim 1, wherein: said loose particles are immersed in a liquid.
Claim 12
Dependent Claim
14 words
The auxiliary mass damper system of claim 10, wherein: said liquid is mineral oil.
Claim 13
Dependent Claim
16 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of metal filings.
Claim 14
Dependent Claim
15 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of sand.
Claim 15
Dependent Claim
16 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of lead birdshot.
Claim 16
Dependent Claim
16 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of steel balls.
Claim 17
Dependent Claim
17 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of pieces of tubing.
Claim 18
Dependent Claim
17 words
The auxiliary mass damper system of claim 1, wherein: said loose particles consist of pieces of wire.
Claim 19
Dependent Claim
53 words
The auxiliary mass damper system of claim 1, wherein: said ballast adds less than thirty percent to said given mass, and, in use, said ballast displaces against each receptacle with an apparent frequency of 0.8 to 1.0 times the frequency of oscillation of said given mass when oscillating in said given oscillatory mode.
Claim 20
Dependent Claim
36 words
The auxiliary mass damper system of claim 18, wherein: said given mass is 1000 kg or less and said given volume is 30 to 40 liters, and said given natural frequency is 2 hertz or more.
Claim 21
Dependent Claim
26 words
The auxiliary mass damper system of claim 19, wherein: said ballast has a mass which is equal to from one-tenth to one-fifth of said given mass.
Claim 22
Dependent Claim
43 words
The auxiliary mass damper system of claim 1, in which the elongated and slender structural flexible mechanical element has a longitudinal axis, and wherein: at least one said receptacle has a longitudinal axis which is transverse to said longitudinal axis of said element.
Claim 23
Dependent Claim
26 words
The auxiliary mass damper system of claim 2, wherein: each said receptacle is internally generally flat bottomed, so as to effectively have a generally horizontal bottom.
Claim 24
Dependent Claim
26 words
The auxiliary mass damper system of claim 21, wherein: each said receptacle is internally generally flat bottomed, so as to effectively have a generally horizontal bottom.
Claim 25
Dependent Claim
25 words
The auxiliary mass damper system of claim 2, wherein: each said receptacle has an internal bottom wall profile that is downwardly concave in longitudinal cross-section.
Claim 26
Dependent Claim
25 words
The auxiliary mass damper system of claim 21, wherein: each said receptacle has an internal bottom wall profile that is downwardly concave in longitudinal cross-section.
Claim 27
Dependent Claim
25 words
The auxiliary mass damper system of claim 2, wherein: each said receptacle has an internal bottom wall profile that is upwardly concave in transverse cross-section.
Claim 28
Dependent Claim
25 words
The auxiliary mass damper system of claim 21, wherein: each said receptacle has an internal bottom wall profile that is upwardly concave in transverse cross-section.
Claim 29
Dependent Claim
30 words
The auxiliary mass damper system of claim 1, wherein: at least one said receptacle is located internally of and is enclosed by said elongated and slender structurally flexible mechanical element.
Claim 30
Dependent Claim
26 words
The auxiliary mass damper system of claim 1, wherein: said ballast has a mass which is equal to from one-tenth to one-fifth of said given mass.
Claim 31
Dependent Claim
41 words
The auxiliary mass damper system of claim 29, wherein: in use, said ballast displaced against each receptacle with an apparent frequency of 0.8 to 1.0 times the frequency of oscillation of said given mass when oscillating in said given oscillatory mode.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1994-06-03 | 1994-12-03 | 1995-06-04 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1998-06-03 | 1998-12-03 | 1999-06-04 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2002-06-03 | 2002-12-03 | 2003-06-04 | $7700.00 | Window Closed / Lapsed |