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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="4">Yield displacement (mm)</td><td class="align_center" colspan="4">Ultimate displacement (mm)</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Δy1</td><td class="align_center">Δy1/Δy</td><td class="align_center">Δy2</td><td class="align_center">Δy2/Δy</td><td class="align_center">Δu1</td><td class="align_center">Δu1/Δu</td><td class="align_center">Δu2</td><td class="align_center">Δu2/Δu</td></tr><tr><td class="align_left">9.22</td><td class="align_center">78.53%</td><td class="align_center">2.52</td><td class="align_center">21.47%</td><td class="align_center">21.06</td><td class="align_center">30.74%</td><td class="align_center">47.46</td><td class="align_center">69.26%</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Effect of unbonded reinforcement on yield displacement and ultimate displacement.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Ductility Calculation of Prefabricated Shear Wall with Rabbet-Unbond Horizontal Connection 