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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Veröffentlicht in:	Structural control and health monitoring Jg. 23; H. 11; S. 1290 - 1313
Hauptverfasser:	Fadel Miguel, Leandro Fleck, Lopez, Rafael Holdorf, Miguel, Letícia Fleck Fadel, Torii, André Jacomel
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Pavia Blackwell Publishing Ltd 01.11.2016 John Wiley & Sons, Inc
Schlagworte:	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
Online-Zugang:	Volltext
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