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Frontiers of Mechanical Engineering

ISSN 2095-0233

ISSN 2095-0241(Online)

CN 11-5984/TH

邮发代号 80-975

2019 Impact Factor: 2.448

Frontiers of Mechanical Engineering  2017, Vol. 12 Issue (2): 224-233   https://doi.org/10.1007/s11465-017-0413-6
  本期目录
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI1, Shin MORISHITA2()
1. Graduate School of Environment and Information Sciences, Yokohama National University, Yokohama 240-8501, Japan
2. Environment and Information Sciences, Yokohama National University, Yokohama 240-8501, Japan
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Abstract

This paper describes an application of magneto-rheological (MR) grease dampers as seismic dampers for a three-story steel structure. MR fluid is widely known as a smart material with rheological properties that can be varied by magnetic field strength. This material has been applied to various types of devices, such as dampers, clutches, and engine mounts. However, the ferromagnetic particles dispersed in MR fluid settle out of the suspension after a certain interval because of the density difference between the particles and their carrier fluid. To overcome this defect, we developed a new type of controllable working fluid using grease as the carrier of magnetic particles. MR grease was introduced into a cylindrical damper, and the seismic performance of the damper was subsequently studied via numerical analysis. The analysis results of the MR grease damper were compared with those of other seismic dampers. We confirmed that the MR grease damper is an effective seismic damper.

Key wordsMR grease damper    seismic damper    vibration control    structural response    FEM analysis
收稿日期: 2016-07-01      出版日期: 2017-06-19
Corresponding Author(s): Shin MORISHITA   
 引用本文:   
. [J]. Frontiers of Mechanical Engineering, 2017, 12(2): 224-233.
Tomoki SAKURAI, Shin MORISHITA. Seismic response reduction of a three-story building by an MR grease damper. Front. Mech. Eng., 2017, 12(2): 224-233.
 链接本文:  
https://academic.hep.com.cn/fme/CN/10.1007/s11465-017-0413-6
https://academic.hep.com.cn/fme/CN/Y2017/V12/I2/224
Fig.1  
Fig.2  
Fig.3  
Fig.4  
ParameterValue
Stroke±24 mm
Capacity (force)6 N
Diameter of piston rod3 mm
Inner diameter of cylinder10 mm
Tab.1  
Fig.5  
Fig.6  
ParameterValue
Length (X-direction)6.0 m
Width (Y-direction)14.5 m
Height (Z-direction)19.5 m (2nd floor: 7.1 m, 3rd floor: 14.6 m)
Weight100 t
Tab.2  
ParameterValue
Stroke±150 mm
Capacity (force)100 kN
Diameter of piston rod50 mm
Inner diameter of cylinder200 mm
Tab.3  
Fig.7  
Fig.8  
Brace conditionNatural frequency/Hz
X-directionY-directionZ-direction
2F-side3F-sideCenter
No braces0.610.54?0.8314.64
With normal braces3.432.901.961.4815.40
With UB braces3.783.021.661.9015.62
With MR grease damper4.303.351.651.5915.40
Tab.4  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
Fig.14  
StoryBrace condition
X-directionY-direction
First storyMR grease damperMR grease damper
Second storyMR grease damperUB brace
Third storyNo braceNo brace
Tab.5  
Fig.15  
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