Research on Fluid Viscous Damper Parameters of Cable-Stayed Bridge in Northwest China

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/4532325/figures/4532325.fig.004a.svgz" name="4532325.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Longitudinal shear force in tower bottom</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/4532325/figures/4532325.fig.004b.svgz" name="4532325.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Longitudinal bending moment in tower bottom</td></tr></table>

<div>Change of controlled internal force in the south tower bottom with damping parameters.</div>

Shock and Vibration

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Figure 4

Figure 4: Research on Fluid Viscous Damper Parameters of Cable-Stayed Bridge in Northwest China 