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

<table class="fixed-width table-group" id="tab9"><tr><td><table class="table"><colgroup><col style="width:3.47em"/><col style="width:2.96em"/><col style="width:2.94em"/><col style="width:2.94em"/></colgroup><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Node</td><td class="align_center" colspan="3">Model</td></tr><tr class="thead"><td class="align_center">7</td><td class="align_center">8</td><td class="align_center">9</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">2.03</td><td class="align_center">2.14</td><td class="align_center">2.20</td></tr><tr><td class="align_left">2</td><td class="align_center">2.62</td><td class="align_center">2.83</td><td class="align_center">2.74</td></tr><tr><td class="align_left">3</td><td class="align_center">1.68</td><td class="align_center">1.78</td><td class="align_center">1.71</td></tr><tr><td class="align_left">4</td><td class="align_center">0.26</td><td class="align_center">0.27</td><td class="align_center">0.27</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum displacements (mm) elicited by the three models.</div>

Shock and Vibration

tab9

Table 9

Table 9: Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow 