Optimal Placement of Controller for Seismic Structures - Design Optimization of Active and Passive Structural Control Systems - page 31

Cimellaro, G. P., & Retamales, R. (2007). Optimal
softening and damping design for buildings. Jour-
nal of Structural Control and Health Monitoring ,
14 , 831-857. doi:10.1002/stc.181

Lavan, O., & Levy, R. (2006). Optimal design of
supplemental viscous dampers for linear framed
structures. Earthquake Engineering & Structural
Dynamics , 35 (3), 337-356. doi:10.1002/eqe.524

Cimellaro, G. P., Soong, T. T., & Reinhorn, A.
M. (2009). Integrated design of controlled linear
structural systems. Journal of Structural Engi-
neering , 135 (7), 853-862. doi:10.1061/(ASCE)
ST.1943-541X.0000032

Lopez-Garcia, D. (2001). A simple method for
the design of optimal damper configurations in
MDOF structures. Earthquake Spectra , 17 (3),
387-398. doi:10.1193/1.1586180

Lopez-Garcia, D. (2002). Efficiency of a simple
approach to damper allocation in MDOF struc-
tures. Journal of Structural Control , 9 , 19-30.
doi:10.1002/stc.3

Dargush, G., & Soong, T. T. (1995). Behavior of
metallic plate dampers in seismic passive energy
dissipation systems. Earthquake Spectra , 11 (4),
545-568. doi:10.1193/1.1585827

Milman, M. H., & Chu, C.-C. (1994). Optimi-
zation methods for passive damper placement
and tuning. Journal of Guidance, Control, and
Dynamics , 17 (4), 848-856. doi:10.2514/3.21275

Gluck, N., Reinhorn, A., & 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)

Occhiuzzi, A. (2009). Additional viscous dampers
for civil structures: Analysis of design methods
based on effective evaluation of modal damping
ratios. Engineering Structures , 31 (5), 1093-1101.
doi:10.1016/j.engstruct.2009.01.006

Hahn, G. D., & Sathiavageeswaran, 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., & Reinhorn, A. M. (2003). Design
of amplified structural damping using optimal
considerations. Journal of Structural Engineering ,
129 (10), 1422-1427. doi:10.1061/(ASCE)0733-
9445(2003)129:10(1422)

Kim, H., & Adeli, H. (2005). Hybrid control of
irregular steel highrise building structures under
seismic excitations. International Journal for
Numerical Methods in Engineering , 63 (12),
1757-1774. doi:10.1002/nme.1336

Roh, H. S., & Cimellaro, G. P. (2010). (in review).
Fragility evaluation of structures with controlled
rocking columns and viscous dampers. Journal
of Earthquake Engineering .

Kim, J., Ryu, J., & Chung, L. (2006). Seismic
performance of structures connected by visco-
elastic dampers. Engineering Structures , 28 (2),
183-195. doi:10.1016/j.engstruct.2005.05.014

Singh, M. P., & Moreschi, L. M. (2001). Optimal
seismic response control with dampers. Earth-
quake Engineering & Structural Dynamics , 30 (4),
533-572. doi:10.1002/eqe.23

Lavan, O., Cimellaro, G. P., & Reinhorn, A. M.
(2008). Noniterative optimization procedure for
seismic weakening and damping of inelastic
structures. Journal of Structural Engineering ,
134 (10), 1638-1648. doi:10.1061/(ASCE)0733-
9445(2008)134:10(1638)

Soong, T. T., & Dargush, G. (1997). Passive energy
dissipation systems in structural engineering . New
York, NY: John Wiley & Sons.