Nonlinear Seismic Performance Evaluation of Flexural Slotted Connection Using Endurance Time Method

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="2">Connection</td><td class="align_center">Cross section</td><td class="align_center">Steel grade</td><td class="align_center">Column height</td><td class="align_center">Beam length</td><td class="align_center">Sheet dimension</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left" rowspan="2">Slotted web</td><td class="align_left">Beam</td><td class="align_center">IPE270</td><td class="align_center">ST37</td><td class="align_center">…</td><td class="align_center">1300</td><td class="align_center">…</td></tr><tr><td class="align_left">Column</td><td class="align_center">Plate girder</td><td class="align_center">ST37</td><td class="align_center">630</td><td class="align_center">…</td><td class="align_center"><span style="width: 183.496ptpx;"><svg height="11.439pt" id="M16" 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<div>Modelled subassembly (units in mm).</div>

Shock and Vibration

tab2

Table 2

Table 2: Nonlinear Seismic Performance Evaluation of Flexural Slotted Connection Using Endurance Time Method 