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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left"></td><td align="center">kg (lb)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Water</td><td align="center">6.44 (14.19)</td></tr><tr><td align="left">Cement</td><td align="center">14.94 (32.93)</td></tr><tr><td align="left">19 mm (<svg height="20.475" id="M89" style="vertical-align:-2.22495pt" version="1.1" viewbox="0 0 31.137501 20.475" width="31.137501" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,17.65)"><path d="M285 378v-2q65 -13 102 -54.5t37 -97.5q0 -57 -30.5 -104.5t-74 -75t-85.5 -42t-72 -14.5q-31 0 -59.5 11t-40.5 23q-19 18 -16 36q1 16 23 33q13 10 24 0q58 -51 124 -51q55 0 88 40t33 112q0 64 -39 96.5t-88 32.5q-29 0 -64 -11l-6 29q77 25 118 57.5t41 84.5
q0 45 -26.5 69.5t-68.5 24.5q-67 0 -120 -79l-20 20l43 63q51 56 127 56h1q66 0 107 -37t41 -95q0 -42 -31 -71q-22 -23 -68 -54z" id="x33"></path></g><g transform="matrix(.017,-0,0,-.017,8.222,17.65)"><path d="M368 703l-264 -866h-60l265 866h59z" id="x2F"></path></g><g transform="matrix(.017,-0,0,-.017,15.225,17.65)"><path d="M456 178h-96v-72q0 -51 12.5 -62.5t72.5 -16.5v-27h-256v27q65 5 78 17t13 62v72h-260v28q182 271 300 426h40v-407h96v-47zM280 225v295h-2q-107 -148 -196 -295h198z" id="x34"></path></g>
<g transform="matrix(.012,-0,0,-.012,23.388,9.488)"><path d="M227 744l-123 -338l-31 15l73 368q12 3 41.5 -8t36.5 -20z" id="x2032"></path></g><g transform="matrix(.012,-0,0,-.012,26.921,9.488)"><path d="M227 744l-123 -338l-31 15l73 368q12 3 41.5 -8t36.5 -20z" id="x2032"></path></g>
</svg>) coarse aggregate</td><td align="center">22.68 (50.00)</td></tr><tr><td align="left">Fine aggregate</td><td align="center">90.72 (200)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Type II Portland cement concrete mix design weights for 0.093 cubic meter (1 cubic foot) of concrete.

Advances in Civil Engineering

tab5

Table 5

Table 5: Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame 