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

<table class="table-group" id="tab9"><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">8.58</td><td align="center">194230</td></tr><tr><td align="left">Dynamic analysis considering SSI effect</td><td align="center">4.03</td><td align="center">41399</td></tr><tr><td align="left">Relative reduction (%)</td><td align="center">53</td><td align="center">78.6</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 Tabas ground motion.

Mathematical Problems in Engineering

tab9

Table 9

Table 9: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 