Shear Strength Reduction Factor of Prestressed Hollow-Core Slab Units Based on the Reliability 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">Load component</td><td class="align_center">Bias</td><td class="align_center">COV</td><td class="align_center">Distribution</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Dead load</td><td class="align_center">1.03</td><td class="align_center">0.08</td><td class="align_center">Normal</td></tr><tr><td class="align_left">Live load</td><td class="align_center">1.00</td><td class="align_center">0.18</td><td class="align_center">Normal</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Statistical parameters for loads [<a href="/journals/amse/2017/8280317/#B25">18</a>, <a href="/journals/amse/2017/8280317/#B30">19</a>].

Advances in Materials Science and Engineering

tab4

Table 4

Table 4: Shear Strength Reduction Factor of Prestressed Hollow-Core Slab Units Based on the Reliability Approach 