Research Article
Seismic Control of Tall Buildings Using Distributed Multiple Tuned Mass Dampers
(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 |
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