Finite-Element Simulation on NPGCS Precast Shear Wall Spatial Structure Model

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Yield displacement (mm)</td><td class="align_center">Ultimate displacement (mm)</td><td class="align_center">Failure displacement (mm)</td><td class="align_center">Ductility factor</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Forward</td><td class="align_center">17.06</td><td class="align_center">33.34</td><td class="align_center">44.77</td><td class="align_center">1.95</td></tr><tr><td class="align_left">Opposite</td><td class="align_center">17.64</td><td class="align_center">27.34</td><td class="align_center">44.53</td><td class="align_center">1.55</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Displacements and ductility of the NPGCS spatial model.</div>

Advances in Civil Engineering

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Table 3

Table 3: Finite-Element Simulation on NPGCS Precast Shear Wall Spatial Structure Model 