There are several key issues to be considered in the design of active contr
ol systems for civil structures, including robustness to pertubations of th
e structural parameters stability in the presence of nonlinear actuator sat
uration effects, and the use of output feedback methods when it is either i
mpossible or impractical to obtain the full state of the system. This resea
rch presents a design algorithm to create robust H-infinity static output f
eedback controllers for seismically excited civil structures, which account
for all these effects in a single design. Robust static acceleration feedb
ack H-infinity controllers are created for a five-story structure with a bo
unded, structural parameter uncertainty model. A nonconvex optimization pro
blem is formulated and solved using an iterative solution method to obtain
the desired control gains. A primary advantage of this method is that an in
tuitive, feasible starting point is available using the open loop (uncontro
lled) system and the worst case attenuation constant for the uncertain syst
em. Simulation results using seismic excitations show controllers obtained
using this design method to be effective with minimal control effort.