| contributor author | Tim Tse | |
| contributor author | C. C. Chang | |
| date accessioned | 2017-05-08T20:59:06Z | |
| date available | 2017-05-08T20:59:06Z | |
| date copyright | June 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A6%28904%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34321 | |
| description abstract | In 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. | |
| publisher | American Society of Civil Engineers | |
| title | Shear-Mode Rotary Magnetorheological Damper for Small-Scale Structural Control Experiments | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:6(904) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 006 | |
| contenttype | Fulltext | |