[Retracted] Seismic Performance and Finite Element Analysis of Reinforced Concrete Frames Considering a Masonry-Infilled Wall

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Parts</td><td class="align_center">fc (MPa)</td><td class="align_center">fck (MPa)</td><td class="align_center">ftk (MPa)</td><td class="align_center">Ec (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">First floor</td><td class="align_center">30.48</td><td class="align_center">23.16</td><td class="align_center">2.58</td><td class="align_center">29942.24</td></tr><tr><td class="align_left">Second floor</td><td class="align_center">21.82</td><td class="align_center">16.58</td><td class="align_center">2.15</td><td class="align_center">26370.49</td></tr><tr><td class="align_left">Top floor</td><td class="align_center">33.18</td><td class="align_center">25.21</td><td class="align_center">2.71</td><td class="align_center">30797.50</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Fc is cylindrical compressive strength; fck is uniaxial compressive strength; ftk is uniaxial tensile strength; Ec is elastic modulus. </div></td></tr></table>

<div>Concrete properties in different parts.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: [Retracted] Seismic Performance and Finite Element Analysis of Reinforced Concrete Frames Considering a Masonry-Infilled Wall 