A Nonlinear Cable Bracing Inerter System for Vibration Control
Xinlei Ban, Songtao Xue, Jianfei Kang, Kohju Ikago, Liyu Xiedownload PDF
Abstract. This study proposes a nonlinear cable model for the cable-bracing inerter system (CBIS). In a CBIS, cables are introduced to connect inerter systems and the structure for translation-to-rotation conversion. This CBIS employs an inerter element, a nonlinear cable bracing element and an additional damping element to utilize their synergy benefits. This paper aims to investigate the control effect of the nonlinear CBIS for high-rise buildings that are represented as bending-shear type models. First, a nonlinear inerter system is incorporated into a single-degree-of-freedom (SDOF) system and the mechanical model is proposed. An optimum design method is then developed for a high-rise building system equipped with a CBIS and the time-history analyses are conducted to validate the control effect of the CBIS. It is concluded that the employment of a CBIS can substantially improve the structural performance. A genetic algorithm can be used to obtain optimal parameters of a CBIS, thereby more effectively reducing the dynamic response of high-rise buildings.
Nonlinear Cable Bracing, Inerter System, Bending-Shear Model, Vibration Mitigation, Optimization Design
Published online 2/20/2021, 9 pages
Copyright © 2021 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: Xinlei Ban, Songtao Xue, Jianfei Kang, Kohju Ikago, Liyu Xie, A Nonlinear Cable Bracing Inerter System for Vibration Control, Materials Research Proceedings, Vol. 18, pp 170-178, 2021
The article was published as article 20 of the book Structural Health Monitoring
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
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