Techno Press
Techno Press

Wind and Structures   Volume 2, Number 4, December 1999, pages 267-284
DOI: http://dx.doi.org/10.12989/was.1999.2.4.267
 
Multiple tuned mass dampers for controlling coupled buffeting and flutter of long-span bridges
Yuh-Yi Lin, Chii-Ming Cheng and Chung-Hau Lee

 
Abstract     [Full Text]
     Multiple tuned mass dampers are proposed to suppress the vertical and torsional buffeting and to increase the aerodynamic stability of long-span bridges. Each damper has vertical and torsional frequencies, which are tuned to the corresponding frequencies of the structural modes to suppress the resonant effects. These proposed dampers maintain the advantage of traditional multiple mass dampers, but have the added capability of simultaneously controlling vertical and torsional buffeting responses. The aerodynamic coupling is incorporated into the formulations, allowing this model to effectively increase the critical speed of a bridge for either single-degree-of-freedom flutter or coupled flutter. The reduction of dynamic response and the increase of the critical speed through the attachment of the proposed dampers to the bridge are also discussed. Through a parametric analysis, the characteristics of the multiple tuned mass dampers are studied and the design parameters - including mass, damping, frequency bandwidth, and total number of dampers - are proposed. The results indicate that the proposed dampers effectively suppress the vertical and the torsional buffeting and increase the structural stability. Moreover, these tuned mass dampers, designed within the recommended parameters, are not only more effective but also more robust than a single TMD against wind-induced vibration.
 
Key Words
    multiple tuned mass dampers; buffeting; flutter; long-span bridge.
 
Address
Department of Civil Engineering, Tamkang University, Tamsui, Taiwan, 251, R.O.C.
 

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