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.005a.svgz" name="2723198.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Development of failure modes of WF-3-2 specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/2723198/figures/2723198.fig.005b.svgz" name="2723198.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Development of failure modes of WF-5-2 specimen</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/2723198/figures/2723198.fig.005c.svgz" name="2723198.fig.005c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Development of failure modes of WF-7-2 specimen</td></tr></table>

<div>Development of failure modes for shear span-to-depth ratio of 2.</div>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Size Effect on the Seismic Performance of High-Strength Reinforced Concrete Columns with Different Shear Span-to-Depth Ratios 