Optimization Analysis of Vibration Reduction for Large‐Span Steel Pedestrian Bridges Based on Tuned Mass Damper Inerter System DOI Creative Commons
Rongfang Song, Jinlong Wang,

Zisheng Yang

et al.

Advances in Civil Engineering, Journal Year: 2025, Volume and Issue: 2025(1)

Published: Jan. 1, 2025

Aiming at the problem of narrow damping frequency band traditional single‐tuned mass damper (STMD), this paper proposes multiple‐tuned dampers (MTMDs) and six different configurations tuned inerter systems (TMDI‐Ⅰ–TMDI‐VI) for vibration suppression optimization. A long‐span steel truss footbridge was selected as research object, a simulation model single‐degree‐of‐freedom pedestrian bridge‐damping system established by Matlab Simulink, effects STMD, MTMD, TMDI under human‐induced excitation were compared analyzed. The results indicate that effect MTMD is better than STMD when self‐oscillating deviated, its robustness further improved with increase in number subunits n . varies greatly, among which TMDI‐III has best robustness, | λ = 5%, rate α still able to 8.3% STMD. can provide theoretical support reduction control large‐span footbridge.

Language: Английский

Inerter array and its perfect decoupling DOI
Yuehao Li, Niaoqing Hu,

Zhengyang Yin

et al.

Applied Mathematical Modelling, Journal Year: 2025, Volume and Issue: unknown, P. 115936 - 115936

Published: Jan. 1, 2025

Language: Английский

Citations

1
Model, design and experiments of a new nonlinear self–adaptive inerter DOI
Yuehao Li, Niaoqing Hu,

Zhengyang Yin

et al.

Nonlinear Dynamics, Journal Year: 2025, Volume and Issue: unknown

Published: Feb. 26, 2025

Language: Английский

Citations

0
Optimization Analysis of Vibration Reduction for Large‐Span Steel Pedestrian Bridges Based on Tuned Mass Damper Inerter System DOI Creative Commons
Rongfang Song, Jinlong Wang,

Zisheng Yang

et al.

Advances in Civil Engineering, Journal Year: 2025, Volume and Issue: 2025(1)

Published: Jan. 1, 2025

Aiming at the problem of narrow damping frequency band traditional single‐tuned mass damper (STMD), this paper proposes multiple‐tuned dampers (MTMDs) and six different configurations tuned inerter systems (TMDI‐Ⅰ–TMDI‐VI) for vibration suppression optimization. A long‐span steel truss footbridge was selected as research object, a simulation model single‐degree‐of‐freedom pedestrian bridge‐damping system established by Matlab Simulink, effects STMD, MTMD, TMDI under human‐induced excitation were compared analyzed. The results indicate that effect MTMD is better than STMD when self‐oscillating deviated, its robustness further improved with increase in number subunits n . varies greatly, among which TMDI‐III has best robustness, | λ = 5%, rate α still able to 8.3% STMD. can provide theoretical support reduction control large‐span footbridge.

Language: Английский

Citations

0