Numerical Study on the In-Plane and Out-of-Plane Resistance of Brick Masonry Infill Panels in Steel Frames

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2017/8494657/figures/8494657.fig.006a.svgz" name="8494657.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Applied loading protocol</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2017/8494657/figures/8494657.fig.006b.svgz" name="8494657.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Comparison of results from the numerical model and the experimental data</td></tr></table>

<div>Specimen SW tested by Tasnimi and Mohebkhah [<a href="/journals/sv/2017/8494657/#B46">16</a>].</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Numerical Study on the In-Plane and Out-of-Plane Resistance of Brick Masonry Infill Panels in Steel Frames 