Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain

<table>Comparison of displacement at top of frame no. 2 subjected to sine excitation (<svg height="10.9125" id="M107" style="vertical-align:-0.17555pt" version="1.1" viewbox="0 0 56.325001 10.9125" width="56.325001" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.9125)">
<g transform="translate(72,-63.27)">
<text transform="matrix(1,0,0,-1,-71.95,63.5)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑇</tspan>
<tspan style="font-size: 12.50px; " x="10.339981" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="22.380369" y="0">0</tspan>
<tspan style="font-size: 12.50px; " x="28.63187" y="0">.</tspan>
<tspan style="font-size: 12.50px; " x="31.75762" y="0">2</tspan>
<tspan style="font-size: 12.50px; " x="40.097122" y="0">s</tspan>
</text>
</g>
</g>
</svg>).</table>

Mathematical Problems in Engineering

fig12

Figure 12

Figure 12: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 