[Retracted] Study on Seismic Performance of Recycled Steel Fibers Locally Reinforced Cruciform Concrete Frame Beam-Column Joint

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">No.</td><td class="align_center">SJ-1</td><td class="align_center">SJ-2</td><td class="align_center">SJ-3</td><td class="align_center">SJ-4</td><td class="align_center">SJ-5</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Beam end deflection under first yield state/mm</td><td class="align_center">6.34</td><td class="align_center">5.29</td><td class="align_center">4.22</td><td class="align_center">3.05</td><td class="align_center">5.01</td></tr><tr><td class="align_left">Beam end deflection under first limit state/mm</td><td class="align_center">10.69</td><td class="align_center">9.65</td><td class="align_center">7.86</td><td class="align_center">5.29</td><td class="align_center">7.99</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Beam end deflection caused by shear deformation in the joint core area.</div>

Advances in Civil Engineering

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Table 6

Table 6: [Retracted] Study on Seismic Performance of Recycled Steel Fibers Locally Reinforced Cruciform Concrete Frame Beam-Column Joint 