Size Effect on the Seismic Performance of High-Strength Reinforced Concrete Columns with Different Shear Span-to-Depth Ratios

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/2723198/figures/2723198.fig.0012a.svgz" name="2723198.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Specimens with a shear span-to-depth ratio of 2</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/2723198/figures/2723198.fig.0012b.svgz" name="2723198.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Specimens with a shear span-to-depth ratio of 4</td></tr></table>

<div>Relationship between relative nominal flexural strength and nominal angle of rotation.</div>

Mathematical Problems in Engineering

fig12

Figure 12

Figure 12: Size Effect on the Seismic Performance of High-Strength Reinforced Concrete Columns with Different Shear Span-to-Depth Ratios 