Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis

<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"> </td><td class="align_center"><i>Flange thickness</i> (mm)</td><td class="align_center"><i>Web thickness</i> (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Case 5</td><td class="align_center">16</td><td class="align_center">12</td></tr><tr><td class="align_left">Case 6</td><td class="align_center">8</td><td class="align_center">6</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The modified thickness of the beam section.</div>

Advances in Civil Engineering

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Table 8

Table 8: Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis 