J. Park et D. Reed, Analysis of uniformly and linearly distributed mass dampers under harmonicand earthquake excitation, ENG STRUCT, 23(7), 2001, pp. 802-814
The effectiveness of multiple mass dampers has been investigated by Igusa a
nd Xu [Dynamic characteristics of multiple tuned mass substructures with cl
osely spaced frequencies. Earthq. Engng Struct. Dynam. 21 (1991) 1050-70],
Yamaguchi and Harnpornchai [Fundamental characteristics of multiple tuned m
ass dampers for suppressing harmonically forced oscillations. Earthq. Engng
Struct. Dynam. 21 (1993) 51-62], Abe and Fujino [Dynamic characterization
of multiple tuned mass dampers and some design formulas. Earthq. Engng Stru
ct. Dynam. 23 (1993) 813-35] and Kareem and Kline [Performance of multiple
mass dampers under random loading. J. Struct. Engng 121 (1995) 348-61]. In
this paper, we extend the results of these previous investigations to exami
ne the performance of uniformly and linearly distributed multiple mass damp
ers, respectively. These systems were selected to ascertain whether the dis
tribution of masses located close to the central mass damper would influenc
e the performance of the entire system in reducing vibration. We evaluate p
erformance numerically through assessing the effectiveness and robustness o
f each system, as well as considering the effects of redundancy, under harm
onic excitation. In this regard, we evaluate the performance of the system
when certain individual dampers do not function. We show that the uniformly
distributed mass system is more effective in reducing the peak dynamic mag
nification factor. The linearly distributed system is more robust under mis
tuning. It is more robust to damping variation for low damping values but t
he effectiveness of the two systems converges as damping increases. The uni
formly distributed system is slightly more reliable when an individual damp
er fails. The eleven mass system is optimum for both configurations for har
monic excitation. The Il-mass system is more effective in structural vibrat
ion decay in both cases for the El Centro earthquake simulation. (C) 2001 E
lsevier Science Ltd. All rights: reserved.