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- W2007503236 abstract "In the past decades, much effort has been made towards the study of single-mode-based vibration controls with dynamic energy absorbers such as single or multiple Tuned Mass Dampers(TMDs). With the increase of bridge span length and the tendency of the bridge cross-section being more slender and streamlined, multi-mode coupled vibrations as well as their controls have become very important for large bridges susceptible to strong winds. As a simple but effective device, the TMD system especially the semi-active one has become a promising option for such coupled vibration controls. However, despite various studies of optimal controls of single-mode-based vibrations with TMDs, research on the corresponding controls of the multi-mode coupled vibrations is very rare so far. For the development of a semi-active control strategy to suppress the multi-mode coupled vibrations, a comprehensive parametric analysis on the optimal variables of this control is substantial. In the present study, a multi-mode control strategy named three-row TMD system is discussed and the general numerical equations are developed at first. Then a parametric study on the optimal control variables for the three-row TMD system is conducted for a prototype Humen Suspension Bridge, through which some useful information and a better understanding of the optimal control variables to suppress the coupled vibrations are obtained. This information lays a foundation for the design of semi-active control." @default.
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- W2007503236 date "2003-10-25" @default.
- W2007503236 modified "2023-09-25" @default.
- W2007503236 title "Optimal variables of TMDs for multi-mode buffeting control of long-span bridges" @default.
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- W2007503236 doi "https://doi.org/10.12989/was.2003.6.5.387" @default.
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