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

<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">Element</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 columns</td><td class="align_center">300 × 450</td><td class="align_center">4<i>ϕ</i>16 at corners and 2<i>ϕ</i>16 on the longer sides</td><td class="align_center">ɸ8/100</td></tr><tr><td class="align_left">All beams</td><td class="align_center">250 × 400</td><td class="align_center">2<i>ϕ</i>16 at the top as well as at the bottom</td><td class="align_center">ɸ8/100</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Detailed information about column and beam cross-sections of the building.</div>

Shock and Vibration

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Table 4

Table 4: Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings 