TY - JOUR
T1 - Active control of MDOF structures with supplemental electrorheological fluid dampers
AU - Ribakov, Y.
AU - Gluck, J.
PY - 1999/2
Y1 - 1999/2
N2 - A method for design of an active control system for multistorey structures using Electrorheological (ER) dampers is presented. Incorporated at various levels of a structural frame, ER dampers are used to improve the response of the structure during earthquakes. Optimal control theory was used to design the ER devices. The aim of the design is to find the most suitable combination of the minimum required forces produced by the ER dampers to obtain the optimal structural response. The mechanical response of ER fluid dampers is regulated by an electric field, depending on the displacements and velocities of the frame. Numerical analysis of an ER damped seven-storey structure is represented as an example. Significant improvement of the structural response was obtained using optimal active controlled ER dampers compared to passive controlled and uncontrolled structures.
AB - A method for design of an active control system for multistorey structures using Electrorheological (ER) dampers is presented. Incorporated at various levels of a structural frame, ER dampers are used to improve the response of the structure during earthquakes. Optimal control theory was used to design the ER devices. The aim of the design is to find the most suitable combination of the minimum required forces produced by the ER dampers to obtain the optimal structural response. The mechanical response of ER fluid dampers is regulated by an electric field, depending on the displacements and velocities of the frame. Numerical analysis of an ER damped seven-storey structure is represented as an example. Significant improvement of the structural response was obtained using optimal active controlled ER dampers compared to passive controlled and uncontrolled structures.
KW - Active control
KW - Electrorheological fluid dampers
KW - Optimal control theory
UR - http://www.scopus.com/inward/record.url?scp=0033082134&partnerID=8YFLogxK
U2 - 10.1002/(SICI)1096-9845(199902)28:2<143::AID-EQE808>3.0.CO;2-I
DO - 10.1002/(SICI)1096-9845(199902)28:2<143::AID-EQE808>3.0.CO;2-I
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AN - SCOPUS:0033082134
SN - 0098-8847
VL - 28
SP - 143
EP - 156
JO - Earthquake Engineering and Structural Dynamics
JF - Earthquake Engineering and Structural Dynamics
IS - 2
ER -