Bridge-Ship Collision Avoidance Control Based on AFSMC with a FRNN Estimator

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Tide time</td><td class="align_center">Tidal height</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">12.00 AM</td><td class="align_center">447</td></tr><tr><td class="align_left">01.00 AM</td><td class="align_center">516</td></tr><tr><td class="align_left">02.00 AM</td><td class="align_center">549</td></tr><tr><td class="align_left">02.04 AM</td><td class="align_center">549</td></tr><tr><td class="align_left">03.00 AM</td><td class="align_center">524</td></tr><tr><td class="align_left">04.00 AM</td><td class="align_center">434</td></tr><tr><td class="align_left">05.00 AM</td><td class="align_center">319</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Tidal height on Dec. 30, 2019.</div>

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Bridge-Ship Collision Avoidance Control Based on AFSMC with a FRNN Estimator 