Response of the Flat Reinforced Concrete Floor Slab with Openings under Cyclic In-Plane Loading

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Opening location</td><td class="align_center">Lateral load-carrying capacity (kN)</td><td class="align_center">Lateral displacement (mm)</td><td class="align_center">Stiffness (kN/mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">The intersection of two middle strips</td><td class="align_center">64.82</td><td class="align_center">3.30</td><td class="align_center">19.53</td></tr><tr><td class="align_left">The intersection of two-column strips</td><td class="align_center">75.09</td><td class="align_center">3.64</td><td class="align_center">21.40</td></tr><tr><td class="align_left">Intersection of the middle and column strip</td><td class="align_center">70.33</td><td class="align_center">3.37</td><td class="align_center">20.54</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Effect of different opening locations.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Response of the Flat Reinforced Concrete Floor Slab with Openings under Cyclic In-Plane Loading 