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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Modes</td><td align="center">Natural frequency (Hz)</td><td align="center">Period (s)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">First mode</td><td align="center">0.84</td><td align="center">1.189</td></tr><tr><td align="left">Second mode</td><td align="center">2.579</td><td align="center">0.388</td></tr><tr><td align="left">Third mode</td><td align="center">4.474</td><td align="center">0.224</td></tr><tr><td align="left">Fourth mode</td><td align="center">6.594</td><td align="center">0.152</td></tr><tr><td align="left">Fifth mode</td><td align="center">8.959</td><td align="center">0.112</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Natural frequencies and periods of first five modes of frame no. 1.

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain 