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contributor authorTim Tse
contributor authorC. C. Chang
date accessioned2017-05-08T20:59:06Z
date available2017-05-08T20:59:06Z
date copyrightJune 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A6%28904%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34321
description abstractIn an attempt to validate the effectiveness of a magnetorheological (MR) damper in controlling the wind-induced response of a building model in a wind tunnel, it is necessary to have a damper which produces a range of small forces so that it can be used to control the light-weight building model. In this study, a small-scale rotary type of MR damper is designed, manufactured, and tested. The damper uses shear-mode behavior of the MR fluids and is designed based on the simple Bingham viscoplastic model. A prototype damper that can produce forces in the order of a few newtons is made and tested in the laboratory. It is found that the Bouc-Wen model, which has been used to emulate linear valve-mode MR dampers, can also portray the hysteretic behavior of the shear-mode rotary damper. A simplified yet relatively accurate inverse dynamic model that can directly relate the damper force to the input voltage is proposed. Experiments demonstrate that a MR damper using this inverse model can closely reproduce prescribed forces. This inverse model provides an alternative means of commanding the MR damper for control applications.
publisherAmerican Society of Civil Engineers
titleShear-Mode Rotary Magnetorheological Damper for Small-Scale Structural Control Experiments
typeJournal Paper
journal volume130
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:6(904)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 006
contenttypeFulltext


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