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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left" rowspan="2">Maximum of</td><td align="center" colspan="2">Relative reduction (%)</td></tr><tr><td align="center">First mode</td><td align="center">Second mode</td></tr><tr><td align="center" colspan="3"><hr/></td></tr><tr><td align="left">Displacement</td><td align="center">40.9</td><td align="center">41.3</td></tr><tr><td align="left">Base shear</td><td align="center">63.8</td><td align="center">82</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Relative reduction of displacement and base shear considering SSI effects for frame no. 2 subjected to sine excitation.

Mathematical Problems in Engineering

tab6

Table 6

Table 6: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 