Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow

<table class="fixed-width table-group" id="tab1"><tr><td><table class="table"><colgroup><col style="width:6.85em"/><col style="width:6.85em"/><col style="width:6.85em"/><col style="width:10.75em"/></colgroup><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Type of debris flow</td><td class="align_center">Density (kg/m<sup>3</sup>)</td><td class="align_center">Velocity (m/s)</td><td class="align_center">Stationary stage empirical coefficient</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Viscous debris flow</td><td class="align_center">2000</td><td class="align_center">5</td><td class="align_center">0.5</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The parameters of hydrodynamic pressure of the slurry.</div>

Shock and Vibration

tab1

Table 1

Table 1: Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow 