The active variable stiffness (AVS) system is proposed as a seismic respons
e control system. It actively controls structural stiffness of a building t
o establish a non-resonant state against earthquake excitations, thus suppr
essing the building's response. It consumes a relatively small amount of en
ergy and maintains the safety of the building in moderate to severe earthqu
akes. In order to accumulate and analyse practical data, a building was con
structed as a trial structure about ten years ago. This paper describes the
control algorithm, the applied system, some observed earthquake records, v
erification of control effectiveness based on simulation analyses, and some
issues concerning system maintenance. Through earthquake observations, it
was confirmed that the system could select the appropriate stiffness that a
ssures a non-resonant state, which results in a minimum response. Copyright
(C) 2001 John Wiley & Sons, Ltd.