DocumentCode
3352231
Title
The semi-active vibration control for building structure by MRF absorber damper
Author
Lian-jin, Li ; Xu-hui, Liu
Author_Institution
Coll. of Mech. Eng., Tianjin Univ. of Commerce, Tianjin, China
fYear
2010
fDate
26-28 June 2010
Firstpage
2407
Lastpage
2410
Abstract
In order, the controlling objective of the minimum structural displacements was aimed to be controlled to improve the comfort of high storey building with the nonlinear characteristics in damping coefficient and rigidity of building structure. The similar model of building structure of three-storey was made based on similarity theory, the 4-DOF vibration system was built up and the parameter of MRF absorber was optimized and designed, while the mass and damping coefficient and rigidity were obtained according to the characteristic of structure; a set of testing system of semi-active vibration control used for building was designed and the effect of damper on shock absorber was studied, under the circumstances of taking the natural frequency and strength of external magnetic field synchronously, swing of structure decreases obviously after fixing the MRF absorber and the vibrating process is reposeful, verifying the effect of MRF absorber on shock absorber.
Keywords
building; damping; shock absorbers; structural engineering; vibration control; 4-DOF vibration system; MRF absorber damper; damping coefficient; high storey building; nonlinear characteristic; semiactive vibration control; shock absorber; structural displacement; Buildings; Damping; Design optimization; Displacement control; Educational institutions; Floors; Shock absorbers; Steel; Vibration control; Welding; MRF absorber; building structure; semi-active control;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5535805
Filename
5535805
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