Surface and Internal Waves due to a Moving Load on a Very Large Floating Structure

<table>Time variation of surface profile due to the point load moving on the floating thin plate, where <svg height="13.425" id="M156" style="vertical-align:-2.29482pt" version="1.1" viewbox="0 0 8.4875002 13.425" width="8.4875002" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,13.425)">
<g transform="translate(72,-61.26)">
<text transform="matrix(1,0,0,-1,-71.95,63.6)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝜁</tspan>
</text>
</g>
</g>
</svg> is surface displacement; <i><i>κ</i></i> = 1.0; <i>N</i> = 2. The mark <svg height="8.3249998" id="M157" style="vertical-align:-0.60191pt" version="1.1" viewbox="0 0 10.4375 8.3249998" width="10.4375" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,8.325)">
<g transform="translate(72,-65.34)">
<text transform="matrix(1,0,0,-1,-71.95,65.99)">
<tspan style="font-size: 12.50px; " x="0" y="0">▿</tspan>
</text>
</g>
</g>
</svg> indicates the position of moving point load.</table>

Journal of Applied Mathematics

fig13

Figure 13

Figure 13: Surface and Internal Waves due to a Moving Load on a Very Large Floating Structure 