Research on the Behavior of the Steel Plated Shear Wall by Finite Element Method

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="756253.fig.005a" src="https://static.hindawi.com/articles/jstruc/volume-2013/756253/figures/756253.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b> Test result [<a href="/journals/jstruc/2013/756253/#B4">4</a>]</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="756253.fig.005b" src="https://static.hindawi.com/articles/jstruc/volume-2013/756253/figures/756253.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Present theoretical results with uniaxial elements</td></tr></table></td></tr></table>

<table>Shear force versus storey drift hysteresis of SPSW system. </table>

Journal of Structures

fig5

Figure 5

Figure 5: Research on the Behavior of the Steel Plated Shear Wall by Finite Element Method 