The next generation of tall structures are being designed to be lighter and
more flxible, making them susceptible to wind, ocean waves and earthquake
type of excitations. One approach to vibration control of such systems is t
hrough energy dissipation using a liquid sloshing damper. Such dampers are
already in use for vibration control of tall structures in Japan and Austra
lia. The present parametric study focuses on enhancing the energy dissipati
on efficiency of a rectangular liquid damper through introduction of a two-
dimensional obstacle. A parametric free-vibration study, aimed at optimum s
ize and location of the obstacle, is described first. Results suggest a sig
nificant increase in the energy dissipation, up to 60%, in the presence of
the obstacle. An extensive wind tunnel test-program was undertaken which su
bstantiated the effectiveness of the improved damper in suppressing both vo
rtex resonance and galloping types of instabilities. Ability of the damper
to control structural oscillations with a smaller amount liquid is quite at
tractive for real-life applications. (C) 1998 Academic Press.