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

<table class="table-group" id="tab8"><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">6.61</td><td align="center">357693</td></tr><tr><td align="left">Dynamic analysis considering SSI effect</td><td align="center">2.63</td><td align="center">149835</td></tr><tr><td align="left">Relative reduction (%)</td><td align="center">60.2</td><td align="center">58.1</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 El Centro ground motion.

Mathematical Problems in Engineering

tab8

Table 8

Table 8: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 