Ductility Calculation of Prefabricated Shear Wall with Rabbet-Unbond Horizontal Connection

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Test item</td><td class="align_center">Time</td><td class="align_center">Measured value</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left" rowspan="2">Compressive strength (MPa)</td><td class="align_center">1 d</td><td class="align_center">24.96</td></tr><tr><td class="align_center">28 d</td><td class="align_center">93.52</td></tr><tr><td class="align_left" rowspan="2">Rupture strength (MPa)</td><td class="align_center">1 d</td><td class="align_center">5.29</td></tr><tr><td class="align_center">28 d</td><td class="align_center">10.44</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical property of high-performance mortar.</div>

Advances in Civil Engineering

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Table 3

Table 3: Ductility Calculation of Prefabricated Shear Wall with Rabbet-Unbond Horizontal Connection 