The cost-effectiveness of active control of structural systems for pro
tection against seismic hazards is examined. Considerations include un
certainties in the earthquake occurrence and intensity, damage reducti
on vs control actuator capacity, linear vs nonlinear structural behavi
or, structural exposure time, discount of cost of future structural fa
ilure in present dollar value, and cost of maintenance of control devi
ces. Parametric studies of the expected life cycle cost of structures
under seismic loads with and without the control device are carried ou
t and compared for linear systems. The effectiveness of the control is
also investigated when the excitation level is high and the structure
becomes inelastic, The results show that the effectiveness drops sign
ificantly, Expensive, large capacity control devices are generally not
cost-justifiable. (C) 1997 Elsevier Science Ltd.