Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Frame system</td><td class="align_center"><i>R</i></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">OMRF (ordinary moment-resisting frame)</td><td class="align_center">3</td></tr><tr><td class="align_left">SMRF (special moment-resisting frame)</td><td class="align_center">5</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Response reduction factor by IS1893 (Part 1): 2016 [<a href="/journals/sv/2022/5521162/#B39" target="_blank">39</a>].</div>

Shock and Vibration

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Table 1

Table 1: Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings 