A procedure for the design of a second-order dynamic controller is pre
sented. The proposed method is applied to the control. of structures u
nder earthquake and wind excitations. The controller gains are determi
ned by minimizing the root-mean-square value of the response parameter
of interest for the structure, assuming that the excitation is Gaussi
an white noise. Three examples of structures (of which two are assumed
to be subjected to the N-S component of the 1940 El Centro earthquake
and one is assumed to be excited by wind loads) are considered to ill
ustrate the design technique, In the first of the earthquake engineeri
ng applications, the controller is used for active base isolation of a
building modeled as a shear frame, while in the second, it is used to
develop an active mass damper for a three-dimensional building with e
ccentric axes of inertia and rotation (and consequently coupled longit
udinal, lateral, and torsional motions). The wind engineering applicat
ion is the design of an active mass damper for a high-rise building mo
deled as a planar frame subjected to wind loads. Numerical results for
the examples reveal that the actively controlled base-isolation syste
m with velocity feedback has better performance than that with either
acceleration or displacement feedback. Complete feedback (i.e., feedba
ck using position, velocity, and acceleration) was used for the active
mass damper designs, and the controller was seen td be quite effectiv
e in reducing displacement and acceleration levels for both the three-
dimensional building (with-various eccentric locations of the axes of
rotation and inertia) and for the planar frame. For all examples studi
ed the active control systems were observed to perform better than the
ir passive counterparts. Comments on the performance and control effec
tiveness of these designs and closed-loop-system behavior are made.