Proportionally damped structures give non-proportionally damped mathematica
l models when tuned mass damper (TMD) devices and/or viscous dampers are in
stalled. The precise analysis of unwanted enforced vibration of such a comb
ined system, i.e., of the structure plus the TMD devices and/or dampers, is
very cumbersome and inefficient for structures with many (e.g., 10(3)-10(5
)) degrees of freedom. This short paper gives a convenient and efficient me
thod for computing the results for such problems which involves only the fi
rst few undamped modes of the structure and is not iterative. Results are g
iven for a simple illustrative truss and for an actual offshore jacket plat
form. (C) 1999 Academic Press.