Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left" rowspan="2">
                Structural <br/>type</td><td align="center" colspan="2">Construction period</td><td align="center" rowspan="2">
                Comparison</td></tr><tr class="thead"><td align="center">Typical <br/>floor</td><td align="center">30-story apartment building</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Bearing wall</td><td align="center">7 days/1 floor</td><td align="center">210 Days</td><td align="center">100.0%</td></tr><tr><td align="left">Hybrid precast frame</td><td align="center">10 days/3 floors</td><td align="center">100 Days</td><td align="center">47.6%</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Comparative analysis of the construction period [<a href="/journals/mpe/2014/916951/#B20">20</a>].

Mathematical Problems in Engineering

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Table 6

Table 6: Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering 