TY - JOUR
T1 - Damping and response characteristics of passive type MR damper
AU - Murakami, Takahiro
AU - Sakai, Michiya
AU - Nakano, Masami
PY - 2010
Y1 - 2010
N2 - The characteristics of a passive type MR damper were evaluated experimentally. The damper has variable damping characteristics as well as an existing semi-active damper, although it is fully passive device without any sensor, power supply and power controller. A prototype of the damper was manufactured in order to verify the damping and response characteristics. The excitation tests with sinusoidal displacement demonstrate that the damping force changes in response to the sign of the product of the velocity and displacement, which is analogous to one of semi-active control. The base excitation tests with a single-degree-of-freedom system show that the passive type MR damper has excellent damping effect in a wide range of frequency. In particular, the advantage is noticeable at resonance frequency. It is also shown that the base isolation system with the present damper is quite effective in a reduction of the response to earthquake excitation.
AB - The characteristics of a passive type MR damper were evaluated experimentally. The damper has variable damping characteristics as well as an existing semi-active damper, although it is fully passive device without any sensor, power supply and power controller. A prototype of the damper was manufactured in order to verify the damping and response characteristics. The excitation tests with sinusoidal displacement demonstrate that the damping force changes in response to the sign of the product of the velocity and displacement, which is analogous to one of semi-active control. The base excitation tests with a single-degree-of-freedom system show that the passive type MR damper has excellent damping effect in a wide range of frequency. In particular, the advantage is noticeable at resonance frequency. It is also shown that the base isolation system with the present damper is quite effective in a reduction of the response to earthquake excitation.
KW - Damping characteristics
KW - Excitation test
KW - MR damper
KW - Magnetorheological fluid
KW - Response characteristics
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U2 - 10.3233/JAE-2010-1201
DO - 10.3233/JAE-2010-1201
M3 - Article
AN - SCOPUS:78650322149
VL - 33
SP - 911
EP - 917
JO - International journal of applied electromagnetics in materials
JF - International journal of applied electromagnetics in materials
SN - 1383-5416
IS - 3-4
ER -