Tuned mass damper parameters design for structural systems via linear matrix inequality and genetic algorithm

Tuned mass damper parameters design for structural systems via linear matrix inequality and genetic algorithm

The tuned mass damper parameters designing for structural systems based on combining linear matrix inequality with genetic algorithm is of concern in this paper. Firstly, based on matrix transform, the novel model description with a singular style for structural systems is obtained, in which the pos...

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Bibliographic Details
Main Authors: Falu Weng, Yuanchun Ding, Weijie Mao
Format: Article
Language:English
Published: JVE International 2016-09-01
Series:Journal of Vibroengineering
Subjects:
tuned mass damper
linear matrix inequality
genetic algorithm
structural control
vibration attenuation
Online Access:https://www.jvejournals.com/article/16629

Internet

https://www.jvejournals.com/article/16629

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