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International Journal of Steel Structures

Erschienen in:

20.02.2021

Flutter Control of Long Span Suspension Bridges in Time Domain Using Optimized TMD

verfasst von: Hamed Alizadeh, Seyed Hossein Hosseni Lavassani

Erschienen in: International Journal of Steel Structures | Ausgabe 2/2021

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Abstract

Suspension bridges due to their long span are susceptible against dynamic events, like air flow which can cause considerable problems for them. Flutter, as an aerodynamic phenomenon, makes bridges vibrate, whereas their amplitude gradually diverges, needed the vibration control strategies. Tuned mass damper or in brief TMD, as the simplest passive device, can be used for this purpose. The performance of it can be enhanced when it’s parameters are adjusted to their optimum values. In this paper, the TMD was optimized by meta-heuristic optimization algorithms to control the flutter of long span suspension bridges. In this regard, the Golden Gate suspension bridge and Car tracking algorithm were selected for case study and optimization process, respectively. Firstly, the flutter analysis of bridge was done by multi-mode method in the time domain, and at second part, the TMD’s parameters were simultaneously optimized for maximum increase of flutter velocity of all the vulnerable modes. The results indicated that TMD was perfectly suitable device to control the flutter of long span bridges.

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Titel: Flutter Control of Long Span Suspension Bridges in Time Domain Using Optimized TMD
verfasst von: Hamed Alizadeh
Seyed Hossein Hosseni Lavassani
Publikationsdatum: 20.02.2021
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 2/2021
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-021-00469-y

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