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-preview.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.004a.svgz" name="120759.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Connecting steel bar group crossing joint</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2015/120759/figures/120759.fig.004b.svgz" name="120759.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Forces and strain distribution of connecting steel bars</td></tr></table>

<div>Connecting steel bar group crossing precast shear wall joint and forces and strain distribution.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements 