contributor author | J. A. Main | |
contributor author | N. P. Jones | |
date accessioned | 2017-05-08T22:17:40Z | |
date available | 2017-05-08T22:17:40Z | |
date copyright | October 2002 | |
date issued | 2002 | |
identifier other | 40128621.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76524 | |
description abstract | Free 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. | |
publisher | American Society of Civil Engineers | |
title | Free Vibrations of Taut Cable with Attached Damper. II: Nonlinear Damper | |
type | Journal Paper | |
journal volume | 128 | |
journal issue | 10 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(2002)128:10(1072) | |
tree | Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010 | |
contenttype | Fulltext | |