Effective Configurations of Active Controlled Devices for Improving Structural Seismic Response - Design Optimization of Active and Passive Structural Control Systems - page 248

Gluck, N., Reinhorn, A. M., Gluck, J., & Levy,
R. (1996). Design of supplemental dampers
for control of structures. Journal of Structural
Engineering , 122 (12), 1394-1399. doi:10.1061/
(ASCE)0733-9445(1996)122:12(1394)

Rama Mohan Rao, A., & Sivasubramanian, K.
(2008). Optimal placement of actuators for active
vibration control of seismic excited tall buildings
using a multiple start guided neighbourhood
search algorithm. Journal of Sound and Vibration ,
311 (1-2), 133-159. doi:10.1016/j.jsv.2007.08.031

Gu, Z. Q., & Oyadiji, S. O. (2008). Application
of MR damper in structural control using AN-
FIS method. Computers & Structures , 86 (3-5),
427-436. doi:10.1016/j.compstruc.2007.02.024

Rao, S. S., Pan, T. S., & Venkayya, V. B. (1991).
Optimal placement of actuators in actively con-
trolled structures using genetic algorithms. AIAA
Journal , 29 (6), 942-943. doi:10.2514/3.10683

Hahn, G. D., & Sathiavageeswarm, K. R. (1992).
Effects of added-damper distribution on the
seismic response of buildings. Computers &
Structures , 43 (5), 941-950. doi:10.1016/0045-
7949(92)90308-M

Ribakov, Y. (2003). Selective controlled base
isolated multi-story structures with combined
damping systems and amplifying braces. Eu-
ropean Earthquake Engineering , 17 (1), 39-49.

Hanson, R. D., & Soong, T. T. (2001). Seismic
design with supplemental energy dissipation de-
vices. EERI Monograph Series , 8 , 47-53.

Ribakov, Y., & Agranovich, G. (2007). A roof
isolation system with variable friction dampers
for seismic protection of multistory buildings.
European Earthquake Engineering , 21 (1), 10-15.

Housner, G. W., Bergman, L. A., Caughey, T.
K., Chassiakos, A. G., Claus, R. O., & Masri,
S. F. (1997). Structural control: Past, present
and future. Journal of Engineering Mechanics ,
123 (9), 897-971. doi:10.1061/(ASCE)0733-
9399(1997)123:9(897)

Ribakov, Y., & Agranovich, G. (in press). Control
of structural seismic response by a limited set of
active dampers. Structural Design of Tall and
Special Buildings .

Ribakov, Y., & Dancygier, A. N. (2006). High ef-
ficiency amplifiers for viscous damped structures
subjected to strong earthquakes. Structural Design
of Tall and Special Buildings , 15 (2), 221-232.
doi:10.1002/tal.292

Ikeda, Y. (2004). Active and semi-active control
of buildings in Japan. Journal of Japan Associa-
tion for Earthquake Engineering , 4 (3), 278-282.

Kelly, J. M. (1986). A seismic base isolation: A re-
view and bibliography. Soil Dynamics and Earth-
quake Engineering , 202-216. doi:10.1016/0267-
7261(86)90006-0

Ribakov, Y., & Gluck, J. (2002). Selective
controlled base isolation system with magne-
torheological dampers. Earthquake Engineer-
ing & Structural Dynamics , 31 (6), 1301-1324.
doi:10.1002/eqe.164

Liu, W. (2003). Optimization strategy for damper
configurations of buildings based on performance
indices . Ph. D. Thesis, State University of New
York at Buffalo.

Ribakov, Y., Gluck, J., & Gluck, N. (2000). Practi-
cal design of MDOF structures with supplemental
viscous dampers using mechanical levers . ASCE
Specialty Conference on Probabilistic Mechanics
and Structural Reliability, Notre Dame, U. S. A.,
24-26 July, 2000, Paper No 2000-005.

Pantelides, C. P., & Cheng, F. Y. (1990). Opti-
mal placement of controllers for seismic struc-
tures. Engineering Structures , 12 (4), 254-262.
doi:10.1016/0141-0296(90)90024-M