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

<table class="table-group" id="tab10"><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">5.86</td><td align="center">367403</td></tr><tr><td align="left">Dynamic analysis considering SSI effect</td><td align="center">2.19</td><td align="center">102447</td></tr><tr><td align="left">Relative reduction (%)</td><td align="center">62.6</td><td align="center">72.1</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 Tabas ground motion.

Mathematical Problems in Engineering

tab10

Table 10

Table 10: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 