In recent years, serious efforts have been undertaken to develop the c
oncept of energy dissipation or supplemental damping into a workable t
echnology, and a number of these devices have been implemented to stru
ctures in the US and elsewhere. As applications of this technology acc
elerate, an increasingly important issue is one of positioning these d
evices in a structure to maximize their effectiveness at minimum cost.
This paper addresses this optimal placement problem when applied to s
tructures where both translational and torsional responses are of majo
r concern. Optimization procedures due to translation-torsion coupling
effects or due to unsymmetrically placed devices are developed and ve
rified through numerical examples. The effect of ground motion charact
eristics on the positioning of energy dissipation devices is also exam
ined. Copyright (C) 1996 Elsevier Science Ltd.