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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Maximum damping force</td><td class="align_center">Length of FVD model</td><td class="align_center">Maximum displacement</td><td class="align_center">Maximum velocity</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">6500 kN</td><td class="align_center">3457 mm</td><td class="align_center">±400 mm</td><td class="align_center">340.6 mm/s</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

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Table 2

Table 2: Research on Fluid Viscous Damper Parameters of Cable-Stayed Bridge in Northwest China 