Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach

<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> value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Ordinary moment resisting frame</td><td class="align_center">3</td></tr><tr><td class="align_left">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>Recommended values of the response reduction factor (<i>R</i>) by IS1893 (Part-1): 2016 [<a href="/journals/sv/2021/5536409/#B28" target="_blank">28</a>].</div>

Shock and Vibration

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Table 1

Table 1: Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach 