Simulation Study on Train-Induced Vibration Control of a Long-Span Steel Truss Girder Bridge by Tuned Mass Dampers

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2014/506578/figures/506578.fig.0012a.svgz" name="506578.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Single train moving at one side</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2014/506578/figures/506578.fig.0012b.svgz" name="506578.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Two trains moving oppositely</td></tr></table>

<div>Power spectral density of vertical acceleration of Midspan with and without TMD.</div>

Mathematical Problems in Engineering

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Figure 12

Figure 12: Simulation Study on Train-Induced Vibration Control of a Long-Span Steel Truss Girder Bridge by Tuned Mass Dampers 