The Seismic Design Process of RC Column Components in SDOF System considering the Earthquake Duration Effect

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Member</td><td class="align_center"><i>H</i> (mm)</td><td class="align_center"><i>L</i> (mm)</td><td class="align_center"><i>b</i> (mm)</td><td class="align_center"><i>h</i> (mm)</td><td class="align_center">HRB</td><td class="align_center">HPB</td><td class="align_center"><i>C</i></td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Beams</td><td class="align_center">—</td><td class="align_center">4000</td><td class="align_center">200</td><td class="align_center">350</td><td class="align_center">HRB335</td><td class="align_center">HPB300</td><td class="align_center">C30</td></tr><tr><td class="align_left">Columns</td><td class="align_center">3000</td><td class="align_center">—</td><td class="align_center">400</td><td class="align_center">4000</td><td class="align_center">HRB335</td><td class="align_center">HPB300</td><td class="align_center">C30</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The relevant design conditions of the SDOF structure.</div>

Shock and Vibration

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Table 4

Table 4: The Seismic Design Process of RC Column Components in SDOF System considering the Earthquake Duration Effect 