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

<table class="fixed-width table-group" id="tab5"><tr><td><table class="table"><colgroup><col style="width:4.65em"/><col style="width:6.41em"/><col style="width:7.81em"/><col style="width:5.30em"/><col style="width:5.32em"/></colgroup><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">Width (mm)</td><td class="align_center">Thickness (mm)</td><td class="align_center">Paste type</td><td class="align_center">Area (m<sup>2</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">4</td><td class="align_center">150</td><td class="align_center">0.167</td><td class="align_center">Diagonal</td><td class="align_center">1.35</td></tr><tr><td class="align_left">5</td><td class="align_center">250</td><td class="align_center">0.167</td><td class="align_center">Diagonal</td><td class="align_center">2.25</td></tr><tr><td class="align_left">6</td><td class="align_center">250</td><td class="align_center">0.167</td><td class="align_center">Diagonal</td><td class="align_center">3.15</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Scheme of reinforcement at different FRP widths.</div>

Shock and Vibration

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Table 5

Table 5: Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow 