Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Test sequence</td><td align="center">Ground motions</td><td align="center">Peak ground acceleration (g)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">1</td><td align="center">Lan1</td><td align="center">0.875</td></tr><tr><td align="left">2</td><td align="center">Nor5</td><td align="center">0.778</td></tr><tr><td align="left">3</td><td align="center">Nor5</td><td align="center">0.778</td></tr><tr><td align="left">4</td><td align="center">Nor5</td><td align="center">0.778</td></tr><tr><td align="left">5</td><td align="center">Nor5</td><td align="center">0.973</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 7

Table 7: Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame 