Finding optimal parameters of tuned mass dampers
[ X ]
Tarih
2015
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Wiley
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In this paper, optimum design of tuned mass damper for seismically excited structures is discussed. In the design process, a benchmark multi-degree of freedom system is considered, and the performance measure of the optimization criterion is selected as the H-2 and H norms of the transfer function of the combined tuned mass damper and building system. Differential evolution algorithm is then utilized to minimize these objective functions. The objective function choice on performance and the effectiveness of differential evolution optimization algorithm in comparison with other algorithms in the literature are investigated through numerical simulations. Copyright (c) 2014 John Wiley & Sons, Ltd.
Açıklama
Anahtar Kelimeler
structural control, tuned mass dampers, optimization, differential evolution, earthquake, MDOF structures
Kaynak
Structural Design of Tall and Special Buildings
WoS Q Değeri
Q3
Scopus Q Değeri
Q1
Cilt
24
Sayı
6
