Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers

Algorithm 5

Fitness of individuals.

(1)	procedure FITNESS(benchmarkData, individualTmdAdded, excitation)
(2)	MAXRESPONSE(benchmarkData, individualTmdAdded, excitation)
(3)	type constant
(4)	j1 = \
(5)	j2 = \
(6)	j3 = \
(7)	indvFitnessAdded = [individualTmdAdded, ]
(8)	return (indvFitnessAdded)
(9)	end procedure