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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 60
OPTIMIZATION AND CONTROL IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar
Paper VI.5
Coupled Building Control using Active and Smart Damping Strategies R.E. Christenson, B.F. Spencer Jr. and E.A. Johnson
Department of Civil Engineering and Geological Sciences, University of Notre Dame, United States of America R.E. Christenson, B.F. Spencer Jr., E.A. Johnson, "Coupled Building Control using Active and Smart Damping Strategies", in B.H.V. Topping, B. Kumar, (Editors), "Optimization and Control in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 187-195, 1999. doi:10.4203/ccp.60.6.5
Abstract
Coupling adjacent buildings with supplemental damping
devices is a developing method of mitigating structural
responses due to wind and seismic excitations. The concept is
to allow structures, vibrating at different frequencies, to exert
control forces upon one another to reduce the overall
responses of the system. Selecting a coupled building configuration
that provides for the greatest response reduction is
important in determining which building clusters are candidates
for coupling. This paper studies the effect of the height,
mass and stiffness of two actively coupled high-rise buildings
and the location of a single coupling link. Connecting the
buildings at the top of the shorter building provides the greatest
response reduction. A particular coupled building system
is used to shown that a smart damping strategy can achieve
nearly the same performance as the active control strategy,
giving 99% of the response reduction achievable in the active
control.
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