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

<table class="table-group" id="tab9"><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">169.13</td><td class="align_center">148.89</td><td class="align_center">1.13</td></tr><tr><td class="align_left">8</td><td class="align_center">180.81</td><td class="align_center">205.09</td><td class="align_center">0.88</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 near-field records.</div>

Shock and Vibration

tab9

Table 9

Table 9: Effect of Soil Classification on Seismic Behavior of SMFs considering Soil-Structure Interaction and Near-Field Earthquakes 