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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="2">Pontoon dimensions (meter)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left"><i>b</i></td><td class="align_center">0.08</td></tr><tr><td class="align_left"><i>d</i></td><td class="align_center">0.08</td></tr><tr><td class="align_left"><i>s</i></td><td class="align_center">13</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The heaving pontoon dimensions.</div>

Advances in Civil Engineering

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Table 6

Table 6: Investigating the Response Amplitude Operator of a Heaving Pontoon under the Influence of a Submerged Trapezoidal Breakwater 