Seismic Behaviour of Cast-In-Situ Phosphogypsum-Reinforced Concrete Grid Frame Composite Walls

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen number</td><td class="align_center">KJ1</td><td class="align_center">KJ2</td><td class="align_center">KJ3</td><td class="align_center">ZHQ1</td><td class="align_center">ZHQ2</td><td class="align_center">ZHQ3</td><td class="align_center">ZHQ4</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Axial compression ratio</td><td class="align_center">0.072</td><td class="align_center">0.103</td><td class="align_center">0.127</td><td class="align_center">0.107</td><td class="align_center">0.108</td><td class="align_center">0.167</td><td class="align_center">0.154</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Axial compression ratio of specimen.</div>

Advances in Civil Engineering

tab4

Table 4

Table 4: Seismic Behaviour of Cast-In-Situ Phosphogypsum-Reinforced Concrete Grid Frame Composite Walls 