Smart Structures and Systems

  • 제34권3호
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  • Pages.203-213
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  • 2024
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Vehicle-induced vibration mitigation of bridges with stiffness degeneration by pounding tuned mass dampers

  • Xiao-Tong Sun (Department of Civil Engineering, Hefei University of Technology) ;
  • Zuo-Cai Wang (Department of Civil Engineering, Hefei University of Technology) ;
  • De-An Li (Department of Civil Engineering, Hefei University of Technology) ;
  • Yu Xin (Department of Civil Engineering, Hefei University of Technology) ;
  • Da-You Duan (Department of Civil Engineering, Hefei University of Technology)
  • 투고 : 2022.06.07
  • 심사 : 2024.10.20
  • 발행 : 2024.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

A cracked bridge with reduced stiffness is susceptible to vehicle-induced vibrations above the warning threshold. This study proposes a pounding tuned mass damper (PTMD) with an adjustable mass and double pounding boundaries covered with a viscoelastic material. The PTMD is intended to reduce bridge vibrations caused by vehicle loads. A vehicle-bridge-PTMD coupled equation of motion is established against the engineering background of a continuous steel-concrete composite girder bridge. The bridge performance degradation is evaluated in terms of crack density and stiffness reduction coefficient, which are determined through field crack investigations. The vehicle-induced vibrations of a cracked continuous steel-concrete bridge are then studied while changing the parameters of the designed PTMD. The PTMD effectively reduced the vehicle-induced vibrations of the bridge. The vibration reduction ratio reached 38.9% after applying three PTMDs with a total mass ratio of 2%. On a simply supported steel-concrete composite beam, three PTMDs with a total mass ratio of 2% reduced the vibration amplitudes by 31.4%.

키워드

과제정보

This study was partly supported by the National Natural Science Foundation of China under grand No. 51922036, by The Fundamental Research Funds for the Central Universities under grand No. JZ2020HGPB0117, and by the key research and development project of Anhui province under grand No. 1804a0802204. The results and opinions presented in this paper are those of the authors only and they do not necessarily represent those of the sponsors.

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