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: | , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/4431516 |
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| _version_ | 1832549154896740352 |
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| author | Junjie Chen Michael Z. Q. Chen Yinlong Hu |
| author_facet | Junjie Chen Michael Z. Q. Chen Yinlong Hu |
| author_sort | Junjie Chen |
| collection | DOAJ |
| 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. |
| format | Article |
| id | doaj-art-3c47fab2865345b0a91f73673d810bf4 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-3c47fab2865345b0a91f73673d810bf42025-02-03T06:11:59ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/44315164431516Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration AbsorbersJunjie Chen0Michael Z. Q. Chen1Yinlong Hu2School of Automation, Nanjing University of Science and Technology, Nanjing 210094, ChinaSchool of Automation, Nanjing University of Science and Technology, Nanjing 210094, ChinaCollege of Energy and Electrical Engineering, Hohai University, Nanjing 211100, ChinaThe 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 |
| spellingShingle | Junjie Chen Michael Z. Q. Chen Yinlong Hu Vortex-Induced Vibration Suppression of Bridges by Inerter-Based Dynamic Vibration Absorbers Shock and Vibration |
| title | 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_short | 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 |
| url | http://dx.doi.org/10.1155/2021/4431516 |
| work_keys_str_mv | AT junjiechen vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers AT michaelzqchen vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers AT yinlonghu vortexinducedvibrationsuppressionofbridgesbyinerterbaseddynamicvibrationabsorbers |