Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers

The vortex-induced vibration may cause fatigue of a bridge structure, affecting the safety of vehicles and the comfort of pedestrians. Inerter is a two-terminal device, which has been applied in many areas. This paper studies the problem of suppressing the vortex-induced vibration of a bridge by usi...

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Main Authors: Junjie Chen, Michael Z. Q. Chen, Yinlong Hu
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/4431516
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spelling doaj-3c47fab2865345b0a91f73673d810bf42021-07-19T01:04:16ZengHindawi LimitedShock and Vibration1875-92032021-01-01202110.1155/2021/4431516Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration AbsorbersJunjie Chen0Michael Z. Q. Chen1Yinlong Hu2School of AutomationSchool of AutomationCollege of Energy and Electrical EngineeringThe vortex-induced vibration may cause fatigue of a bridge structure, affecting the safety of vehicles and the comfort of pedestrians. Inerter is a two-terminal device, which has been applied in many areas. This paper studies the problem of suppressing the vortex-induced vibration of a bridge by using an inerter-based dynamic vibration absorber (IDVA). The performances in terms of the suspension travel and the vertical displacement of the bridge with different IDVAs in suppressing vortex-induced vibration are compared, and the effect of the installation position of IDVA on the performance of suppressing vortex-induced vibration is shown. The performance indexes for the vertical displacement of six IDVA arrangements are obtained by using an iterative method, where the performance indexes for the vertical displacement are minimized by using the optimization toolbox in a commercial software. The result shows that the optimal installation positions and the number of suitable installation positions are affected by the resonant mode. Among the six arrangements, one arrangement is identified to have the best performance of suppressing vortex-induced vibration. All the six arrangements have reduced the suspension travel performance.http://dx.doi.org/10.1155/2021/4431516
collection DOAJ
language English
format Article
sources DOAJ
author Junjie Chen
Michael Z. Q. Chen
Yinlong Hu
spellingShingle Junjie Chen
Michael Z. Q. Chen
Yinlong Hu
Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
Shock and Vibration
author_facet Junjie Chen
Michael Z. Q. Chen
Yinlong Hu
author_sort Junjie Chen
title Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
title_short Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
title_full Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
title_fullStr Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
title_full_unstemmed Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers
title_sort vortex-induced vibration suppression of bridges by inerter-based dynamic vibration absorbers
publisher Hindawi Limited
series Shock and Vibration
issn 1875-9203
publishDate 2021-01-01
description The vortex-induced vibration may cause fatigue of a bridge structure, affecting the safety of vehicles and the comfort of pedestrians. Inerter is a two-terminal device, which has been applied in many areas. This paper studies the problem of suppressing the vortex-induced vibration of a bridge by using an inerter-based dynamic vibration absorber (IDVA). The performances in terms of the suspension travel and the vertical displacement of the bridge with different IDVAs in suppressing vortex-induced vibration are compared, and the effect of the installation position of IDVA on the performance of suppressing vortex-induced vibration is shown. The performance indexes for the vertical displacement of six IDVA arrangements are obtained by using an iterative method, where the performance indexes for the vertical displacement are minimized by using the optimization toolbox in a commercial software. The result shows that the optimal installation positions and the number of suitable installation positions are affected by the resonant mode. Among the six arrangements, one arrangement is identified to have the best performance of suppressing vortex-induced vibration. All the six arrangements have reduced the suspension travel performance.
url http://dx.doi.org/10.1155/2021/4431516
work_keys_str_mv AT junjiechen vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers
AT michaelzqchen vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers
AT yinlonghu vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers
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