The objective of this paper is to examine the effectiveness of some control
algorithms which will be implemented through experimental verification of
a seismic-excited full-scale building. A full-scale 3-storey steel building
with active bracing control system was tested at a three-dimensional shaki
ng table of NCREE, Taiwan. The active bracing control system was installed
at the first floor. Three different control algorithms were used for the ex
perimental verification: static-output-feedback LQR control modal control w
ith direct output feedback, and static-output-feedback with variable gain.
It is concluded that within the maximum capacity of the actuator in the exp
eriment all the three control algorithms performed well and almost 50 per c
ent of displacement as well as the acceleration of each floor response was
reduced. Copyright (C) 1999 John Wiley & Sons, Ltd.