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

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Maximum of</td><td align="center">Displacement (cm)</td><td align="center">Base shear (Kgf)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Dynamic analysis ignoring SSI effect</td><td align="center">10.9</td><td align="center">214855</td></tr><tr><td align="left">Dynamic analysis considering SSI effect</td><td align="center">7.55</td><td align="center">109885</td></tr><tr><td align="left">Relative reduction (%)</td><td align="center">30.73</td><td align="center">48.75</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. 1 subjected to El Centro ground motion.

Mathematical Problems in Engineering

tab7

Table 7

Table 7: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 