Investigating the Response Amplitude Operator of a Heaving Pontoon under the Influence of a Submerged Trapezoidal Breakwater

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Length of midsection (<i>L</i>) (m)</td><td class="align_center">Height (<i>H</i>) (m)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Breakwater 1</td><td class="align_center">3</td><td class="align_center">0.3</td></tr><tr><td class="align_left">Breakwater 2</td><td class="align_center">2</td><td class="align_center">0.3</td></tr><tr><td class="align_left">Breakwater 3</td><td class="align_center">3</td><td class="align_center">0.2</td></tr><tr><td class="align_left">Breakwater 4</td><td class="align_center">2</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Four different breakwater dimensions.</div>

Advances in Civil Engineering

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Table 7

Table 7: Investigating the Response Amplitude Operator of a Heaving Pontoon under the Influence of a Submerged Trapezoidal Breakwater 