Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Section</td><td class="align_center">Type</td><td class="align_center">Materials</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Beam</td><td class="align_center">H250 × 125 × 6 × 9</td><td class="align_center">Q345B</td></tr><tr><td class="align_left">Column</td><td class="align_center">H200 × 200 × 8 × 12</td><td class="align_center">Q345B</td></tr><tr><td class="align_left">Brace</td><td class="align_center">H125 × 125 × 6.5 × 9</td><td class="align_center">Q235B</td></tr><tr><td class="align_left">Link</td><td class="align_center">H250 × 125 × 6 × 9</td><td class="align_center">Q235B</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Sections and materials of components.</div>

Advances in Civil Engineering

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Table 1

Table 1: Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections 