Restoring Force Model of an Energy-Dissipation Joint in Hybrid Frames: Simplified Skeleton Curve and Hysteretic Rules

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Pearson correlation with loading capacity</td><td class="align_center">Reliability (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Width of EDP</td><td class="align_center">0.696</td><td class="align_center">62.36</td></tr><tr><td class="align_left">Thickness of EDP</td><td class="align_center">0.625</td><td class="align_center">56.23</td></tr><tr><td class="align_left">Length-to-thickness ratio</td><td class="align_center">−0.792</td><td class="align_center">95.47</td></tr><tr><td class="align_left">Cross section of EDP</td><td class="align_center">0.655</td><td class="align_center">50.25</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The Pearson correlation and reliability of different parameters.</div>

Advances in Civil Engineering

tab8

Table 8

Table 8: Restoring Force Model of an Energy-Dissipation Joint in Hybrid Frames: Simplified Skeleton Curve and Hysteretic Rules 