A novel approach to the optimum design of MTMDs under seismic excitations

Summary This paper presents an efficient single‐stage scheme for the global optimization of multiple tuned mass dampers subjected to seismic excitations. To take into account the oscillators' vertical and horizontal distribution, the use of the ground structure concept is proposed. This procedu...

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Vydané v:	Structural control and health monitoring Ročník 23; číslo 11; s. 1290 - 1313
Hlavní autori:	Fadel Miguel, Leandro Fleck, Lopez, Rafael Holdorf, Miguel, Letícia Fleck Fadel, Torii, André Jacomel
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Pavia Blackwell Publishing Ltd 01.11.2016 John Wiley & Sons, Inc
Predmet:	Algorithms Convergence ground structure approach hybrid stochastic/deterministic optimization method Mathematical models MTMDs optimization novel optimization scheme Optimization Searching seismic excitation Seismic response Stochasticity Vibration dampers
ISSN:	1545-2255, 1545-2263
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