A simple effective control algorithm, free from the problem of time de
lay, is proposed. It is a closed-open loop control. The control force
is applied to the structure at the current time to cancel the portion
of the system velocity that is induced by the response and the externa
l load at the preceding time step. This control concept is motivated b
y the fact that, for a single degree of freedom (SDOF) structure subje
cted to external loadings, the energy of the external load is imparted
to the structure by changing the structural velocity. A simple, close
d-form equation is used to compute the control force for SDOF systems,
and for multiple degree-of-freedom (MDOF) systems, it is used in conj
unction with the mode-superposition method. Numerical examples are use
d to demonstrate the effectiveness of the proposed control algorithm.
A strategy for coping with the spillover effect is also proposed. The
results of the examples show that the proposed control algorithm can r
educe the maximum structural response by one order of magnitude and ha
s the ability to reduce the peak that occurs during the first few cycl
es of the time history, an ability that linear control laws lack. Unli
ke most control algorithms that deal with the state space of the syste
m that usually involves complex-valued eigenvalues and eigenvectors, t
he proposed control algorithm deals with the real-valued normal modes
of the system.