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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Mechanical parameters</td><td class="align_center">Numerical value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Yield strength (N/mm<sup>2</sup>)</td><td class="align_center">940.00</td></tr><tr><td class="align_left">Yield strain (%)</td><td class="align_center">0.456</td></tr><tr><td class="align_left">Ultimate strength (N/mm<sup>2</sup>)</td><td class="align_center">1130.00</td></tr><tr><td class="align_left">Ultimate strain (%)</td><td class="align_center">10.00</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of bolts.</div>

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Table 2

Table 2: Mechanical Performance Analysis of Steel-Timber Structure System with Reinforced Layer Based on Particle Algorithm 