Assessment of the Dynamic Behavior of Beam-to-Column Connections in Steel Pallet Racks under Cyclic Load: Numerical Investigation

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Column</td><td class="align_center">Column thickness (mm)</td><td class="align_center">Beam</td><td class="align_center">Number of rivets</td><td class="align_center">Beam-end connector thickness (mm)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Test 1</td><td class="align_center">M120</td><td class="align_center">2.5</td><td class="align_center">B100</td><td class="align_center">3</td><td class="align_center">4</td></tr><tr><td class="align_left">Test 2</td><td class="align_center">M100</td><td class="align_center">2.5</td><td class="align_center">B80</td><td class="align_center">3</td><td class="align_center">4</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2: Assessment of the Dynamic Behavior of Beam-to-Column Connections in Steel Pallet Racks under Cyclic Load: Numerical Investigation 