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Author:

Xu, Kun (Xu, Kun.) | Dai, Qian (Dai, Qian.) | Bi, Kaiming (Bi, Kaiming.) | Fang, Genshen (Fang, Genshen.) | Zhao, Lin (Zhao, Lin.)

Indexed by:

EI Scopus SCIE

Abstract:

Tuned mass damper inerter (TMDI) has been proved to be a feasible device for vibration control of long-span bridges due to its excellent space performance. However, existing design method for TMDI is conducted mode-by-mode. When applied to multi-mode control of the bridge through multiple TMDIs, it cannot consider the synergistic effect among the TMDIs and thus leading to a suboptimum design result. This paper presents an efficient method for multi-mode vortex-induced vibration (VIV) control of long-span bridges by using spatially distributed TMDIs (DTMDIs). The governing equations of the bridge-DTMDIs system are established in modal coordinate. A global optimization method considering the synergistic effect among the DTMDIs is proposed and compared with conventional mode-by-mode approach through a numerical case study. The robustness of the control schemes against variations in structural and aerodynamic parameters is investigated. The influence of inerter span length on the control efficiency is also discussed. The results show that the proposed global design method can achieve a better control efficiency with even less TMDIs as compared with conventional mode-by-mode approach. The proposed method can also be extended to VIV control of some other line-like structures. © 2022 Elsevier Ltd

Keyword:

Bridges Efficiency Global optimization Vortex flow Vibrations (mechanical) Acoustic devices Vibration control Numerical methods Fluid structure interaction Design

Author Community:

  • [ 1 ] [Xu, Kun]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Dai, Qian]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Bi, Kaiming]Centre for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Kent Street, Bentley; WA; 6102, Australia
  • [ 4 ] [Fang, Genshen]State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China
  • [ 5 ] [Zhao, Lin]State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China

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Source :

Journal of Wind Engineering and Industrial Aerodynamics

ISSN: 0167-6105

Year: 2022

Volume: 224

4 . 8

JCR@2022

4 . 8 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 32

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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