Title of article
A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads
Author/Authors
Yau، نويسنده , , Jong-Dar and Yang، نويسنده , , Yeong-Bin، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2004
Pages
13
From page
1795
To page
1807
Abstract
A wideband multiple tuned mass dampers (MTMD) system has been developed for reducing the multiple resonant responses of continuous truss bridges to moving train loads. This system is composed of several MTMD subsystems, each of which consists of one set of TMD units covering a specific frequency bandwidth, but with its medium tuned to one of the first few resonant frequencies of the bridge. Using the minimum–maximum amplitude criterion and enforcing the resonant peaks of interest to be equal to each other, one can determine the mass allocated for each subsystem, as well as the optimum parameters. If there is a concern over detuning of the target frequency with the structural frequency, it is suggested that the bandwidth of the MTMD system be widened accordingly. In this study, the train-induced response of a truss bridge installed with the wideband MTMD system was analyzed, by which the robustness of the proposed method in vibration reduction was demonstrated.
Keywords
Truss bridge , High-speed train , Multiple tuned mass dampers , resonance
Journal title
Engineering Structures
Serial Year
2004
Journal title
Engineering Structures
Record number
1639905
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