Multi-Objective Optimization Design of Control Devices to Suppress Tall Buildings Vibrations against Earthquake Excitations Using Fuzzy Logic and Genetic Algorithms - Design Optimization of Active and Passive Structural Control Systems - page 209

Blasco, X., Herrero, J. M., Sanchis, J., & Marti-
nez, M. (2008). A new graphical visualization of
n-dimensional Pareto front for decision-making
in multiobjective optimization. Information Sci-
ences , 178 (20). doi:10.1016/j.ins.2008.06.010

Derham, C. J., Kelly, J. M., & Thomas, A. G.
(1985). Nonlinear natural rubber bearings for
seismic isolation. Nuclear Engineering and
Design , 84 (3), 417-428. doi:10.1016/0029-
5493(85)90258-4

Branke, J. (1998). Creating robust solutions by
means of an evolutionary algorithm. Proceed-
ings of the International Conference on Parallel
Problem Solving from Nature , (pp. 119-128).

Falcon, K. C., Stone, B. J., Simcock, W. D., &
Andrew, C. (1967). Optimization of vibration
absorbers: A graphical method for use on ideal-
ized systems with restricted damping. Journal
of Mechanical Engineering Science , 9 , 374-381.
doi:10.1243/JMES_JOUR_1967_009_058_02

Cao, H., & Li, Q. S. (2004). New control strategies
for active tuned mass damper systems. Comput-
ers & Structures , 82 , 2341-2350. doi:10.1016/j.
compstruc.2004.05.010

Fonseca, C. M., & Fleming, P. J. (1993). Genetic
algorithms for multi-objective optimization: for-
mulation, discussion and generalization. In S.
Forrest (Ed.), Proceedings of the Fifth Interna-
tional Conference on Genetic Algorithms , Morgan
Kaufmann, San Mateo, CA, (pp. 416-423).

Cao, H., Reinborn, A. M., & Soong, T. T. (1998).
Design of an active mass damper for a tall TV tower
in Nanjing, China. Engineering Structures , 20 (3),
134-143. doi:10.1016/S0141-0296(97)00072-2

Frahm, H. (1911). Devices for damping vibrations
of bodies . U.S. Patent, 989, 958.

Chey, M. H., Chase, J. G., Mander, J. B., & Carr,
A. J. (2009). Energy-dissipative semi-active tuned
mass damper building systems for structural dam-
age reduction . Paper presented at the International
Symposium.

Gen, M., & Cheng, R. (1997). Genetic algorithms
and engineering design . John Wiley & Sons Inc.

Grover, G. K. (1996). Mechanical vibrations (6th
ed.). Roorkee, India: University of Roorkee. Datta, T. K. (1996). Control of dynamic response

of structures . Indo-US Symposium on Emerging
Trends in Vibration and Noise Engineering, 18-
20 March.

Hidaka, S., Ahn, Y. K., & Morishita, S. (1999).
Adaptive vibration control by a variable-damping
dynamic absorber using ER fluid. Journal
of Vibration and Acoustics , 121 , 373-378.
doi:10.1115/1.2893990

Deb, K., Agrawal, S., Pratap, A., & Meyarivan,
T. (2002). A fast and elitist multi-objective ge-
netic algorithm: NSGA-II. IEEE Transactions
on Evolutionary Computation , 6 (2), 182-197.
doi:10.1109/4235.996017

Hrovat, D., Barak, P., & Rabins, M. (1983). Semi-
active versus passive or active tuned mass damper
for structural control. Journal of the Engineering
Mechanics Division , 109 , 691-705. doi:10.1061/
(ASCE)0733-9399(1983)109:3(691)

Deb, K., & Gupta, H. (2004). Introducing robust-
ness in multi-objective optimization . Technical
Report (KanGAL Report No. 2004016), Depart-
ment of Mechanical Engineering, Indian Institute
of Technology, Kanpur, India.

Huffmann, G., Freeman, R. A., & Brown, C. W.
(1987). Dao Khanong cable stayed bridge: Tuned
mass dampers in deck and pylon. Proceedings
of International Conference on Cable Stayed
Bridges , Bangkok, (pp. 1485-93).