The Moment-Independent Importance Analysis of Structural Seismic Requirements Based on Orthogonal Polynomial Estimation

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Floor</td><td class="align_center">Cross section of beam (mm × mm)</td><td class="align_center">Reinforcement of beam (mm<sup>2</sup>)</td><td class="align_center">Cross section of column (mm × mm)</td><td class="align_center">Reinforcement of column (mm<sup>2</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center" rowspan="2">300 × 600</td><td class="align_center">2280</td><td class="align_center" rowspan="2">600 × 600</td><td class="align_center">6082</td></tr><tr><td class="align_left">2∼7</td><td class="align_center">1526</td><td class="align_center">4072</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 2

Table 2: The Moment-Independent Importance Analysis of Structural Seismic Requirements Based on Orthogonal Polynomial Estimation 