System Level Design And Analysis Of Truss Structures Damped By Viscous Struts
Item
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Title
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System Level Design And Analysis Of Truss Structures Damped By Viscous Struts
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Report Number
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WL-TR-91-3078 Volume III, p. GCC-1 thru GCC-14
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Creator
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Yui, Y. C.
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Corporate Author
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Lockheed Missiles & Space Company
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Date
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1991
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Date Issued
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1991-08
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Extent
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14
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Identifier
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ADA241313
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Format
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1 online resource
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Abstract
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A procedure is presented to design passive damping into large truss structures using viscously damped struts to enhance vibration attenuation or stability of controls system. A method is derived from the equations of motion using Rayleigh-Ritz method to relate the approximate contributions of a viscously damped strut to the system level modal damping ratios and frequencies. Strut placement
locations, the total number of struts required · and the damping characteristics of struts can be easily identified and calculated. The procedure consists of three steps:
1) extract structural characteristics from the undamped baseline finite element model, 2) on a mode by mode basis, perform damping design using the derived equations to meet system level requirements and 3) update finite element model to include damping mechanism and perform verification analysis using complex eigensolution.
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Description
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A procedure is presented to design passive damping into large truss structures using viscously damped struts to enhance vibration attenuation or stability of controls system. A method is derived from the equations of motion using Rayleigh-Ritz method to relate the approximate contributions of a viscously damped strut to the system level modal damping ratios and frequencies. Strut placement
locations, the total number of struts required · and the damping characteristics of struts can be easily identified and calculated. The procedure consists of three steps:
1) extract structural characteristics from the undamped baseline finite element model, 2) on a mode by mode basis, perform damping design using the derived equations to meet system level requirements and 3) update finite element model to include damping mechanism and perform verification analysis using complex eigensolution.
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Distribution Classification
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1
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Distribution Conflict
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No
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DTIC Record Exists
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No
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Illinois Tech Related
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No
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Report Availability
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Full text available
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Type
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article