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contributor authorJ. A. Main
contributor authorN. P. Jones
date accessioned2017-05-08T22:17:40Z
date available2017-05-08T22:17:40Z
date copyrightOctober 2002
date issued2002
identifier other40128621.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76524
description abstractFree vibrations of a taut cable with a nonlinear power-law damper attached near the end are considered. An approximate analytical solution for the amplitude-dependent effective damping ratios in each mode is developed by assuming the same form of solution as for the linear damper and minimizing the mean-square error in the force equilibrium at the damper. An asymptotic approximate solution for small frequency shifts reveals a nondimensional grouping of parameters allowing the development of an amplitude-dependent “universal estimation curve” for the power-law damper. The shape of the universal curve is slightly different for each value of the damper exponent, but for a given exponent the curve is nearly invariant over the same range of parameters as the universal curve for the linear damper. This formulation yields insights into the dependence of nonlinear damper performance on mode number and amplitude of oscillation, suggesting potential advantages that may be offered by a nonlinear damper over a traditional linear damper.
publisherAmerican Society of Civil Engineers
titleFree Vibrations of Taut Cable with Attached Damper. II: Nonlinear Damper
typeJournal Paper
journal volume128
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2002)128:10(1072)
treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010
contenttypeFulltext


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