Effect of Soil Classification on Seismic Behavior of SMFs considering Soil-Structure Interaction and Near-Field Earthquakes

<table class="table-group" id="tab13"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Story</td><td class="align_center">Soil II (mm)</td><td class="align_center">Soil III (mm)</td><td class="align_center">Ratio (II/III)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">5</td><td class="align_center">34.13</td><td class="align_center">47.76</td><td class="align_center">0.71</td></tr><tr><td class="align_left">8</td><td class="align_center">43.21</td><td class="align_center">51.85</td><td class="align_center">0.83</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Average of maximum floor displacement under far-field records.</div>

Shock and Vibration

tab13

Table 13

Table 13: Effect of Soil Classification on Seismic Behavior of SMFs considering Soil-Structure Interaction and Near-Field Earthquakes 