Finite Particle Method-Based Collapse Simulation of Space Steel Frame Subjected to Earthquake Excitation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/1952050/figures/1952050.fig.0020a.svgz" name="1952050.fig.0020a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Original truss</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/1952050/figures/1952050.fig.0020b.svgz" name="1952050.fig.0020b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Fracture occurs at particle<i> M</i></td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/1952050/figures/1952050.fig.0020c.svgz" name="1952050.fig.0020c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Fracture occurs at particle<i> N</i></td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/1952050/figures/1952050.fig.0020d.svgz" name="1952050.fig.0020d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Fracture occurs at both ends</td></tr></table>

<div>Failure modes of steel members.</div>

Shock and Vibration

fig20

Figure 20

Figure 20: Finite Particle Method-Based Collapse Simulation of Space Steel Frame Subjected to Earthquake Excitation 