Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors

<table class="table-group" id="tab1"><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">Horizontal leg thickness</td><td class="align_center">Vertical leg thickness</td><td class="align_center">Rib stiffener thickness</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">DT1</td><td class="align_center">6</td><td class="align_center">12</td><td class="align_center">4</td></tr><tr><td class="align_left">DT2</td><td class="align_center">6</td><td class="align_center">18</td><td class="align_center">4</td></tr><tr><td class="align_left">DT3</td><td class="align_center">6</td><td class="align_center">18</td><td class="align_center">8</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Primary parameters of cast steel connectors (unit: mm).</div>

Shock and Vibration

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Table 1

Table 1: Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors 