Calculation Model of Shear Capacity of Multiple Composite Core Column Joints Based on Softened Tension-Compression Bar Model

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">BCJ-1</td><td class="align_center">BCJ-2</td><td class="align_center">BCJ-3</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>V</i><sub><i>jh</i></sub>KN</td><td class="align_center">668.71</td><td class="align_center">1161.32</td><td class="align_center">708.58</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The shear on the three nodes in the horizontal direction.</div>

Advances in Civil Engineering

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Table 3

Table 3: Calculation Model of Shear Capacity of Multiple Composite Core Column Joints Based on Softened Tension-Compression Bar Model 