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

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8280317/figures/8280317.fig.007a.svgz" name="8280317.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Lee et al. (2014)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8280317/figures/8280317.fig.007b.svgz" name="8280317.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Walraven and Mercx (1983)</td></tr></table>

<div>Reliability index values of PHC slabs.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Shear Strength Reduction Factor of Prestressed Hollow-Core Slab Units Based on the Reliability Approach 