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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Beam</td><td class="align_center">Size (mm)</td><td class="align_center">Main reinforcement</td><td class="align_center">Shear reinforcement</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">All beams of the building</td><td class="align_center">250 × 450</td><td class="align_center">2 nos. of 16 mm diameter at the top as well as the bottom</td><td class="align_center">8 mm dia.@ 100 mm c/c</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Beam dimensions and detailing.</div>

Shock and Vibration

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Table 4

Table 4: Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach 