Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connections

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Description</td><td class="align_center">Used value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Dilation angle (<i>ψ</i>)</td><td class="align_center">35° (calibrated)</td></tr><tr><td class="align_left">Eccentricity (<i>ɛ</i>)</td><td class="align_center">0.1 (default)</td></tr><tr><td class="align_left">Shape factor (<i>K</i><sub><i>c</i></sub>)</td><td class="align_center">0.667 (default)</td></tr><tr><td class="align_left">Stress ratio (<i>σ<sub>b0</sub></i>/<i>σ<sub>c0</sub></i>)</td><td class="align_center">1.16 (default)</td></tr><tr><td class="align_left">Viscosity parameter</td><td class="align_center">0.0003 (calibrated)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connections 