Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.0011a.svgz" name="120759.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The cross section of cast-in-situ specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.0011b.svgz" name="120759.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The steel arrangement of cast-in-situ specimen</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.0011c.svgz" name="120759.fig.0011c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The cross section of precast specimens</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.0011d.svgz" name="120759.fig.0011d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>The steel arrangement of specimens</td></tr></table>

<div>The specimen size and steel configuration (mm).</div>

Advances in Materials Science and Engineering

fig11

Figure 11

Figure 11: Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements 