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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Dilatation angle</td><td class="align_center">36°</td></tr><tr><td class="align_left">Eccentricity</td><td class="align_center">0.1</td></tr><tr><td class="align_left"><i>f</i><sub><i>bo</i></sub><i>/f</i><sub><i>co</i></sub> (ratio of biaxial to uniaxial compressive strength)</td><td class="align_center">1.16</td></tr><tr><td class="align_left">Κ</td><td class="align_center">0.667</td></tr><tr><td class="align_left">Viscosity parameter</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Default parameters of the CDP model under compound stress [<a href="/journals/ace/2021/2503475/#B10" target="_blank">10</a>].</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Response of the Flat Reinforced Concrete Floor Slab with Openings under Cyclic In-Plane Loading 