Mechanical Performance Analysis of Steel-Timber Structure System with Reinforced Layer Based on Particle Algorithm

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/wcmc/volume-2022/7031910/figures/7031910.fig.008a.svgz" name="7031910.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>A specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/wcmc/volume-2022/7031910/figures/7031910.fig.008b.svgz" name="7031910.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>B specimen</td></tr></table>

<div>Stagnation curves of steel-timber structures with different reinforcement layers.</div>

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Figure 8

Figure 8: Mechanical Performance Analysis of Steel-Timber Structure System with Reinforced Layer Based on Particle Algorithm 