Analysis of the Response of a One-Storey One-Bay Steel Frame to Blast

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/jstruc/volume-2016/8571542/figures/8571542.fig.006a.svgz" name="8571542.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Shock load</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/jstruc/volume-2016/8571542/figures/8571542.fig.006b.svgz" name="8571542.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Pressure load</td></tr></table>

<div>Idealized shock and pressure loads [<a href="/journals/jstruc/2016/8571542/#B4">10</a>].</div>

Journal of Structures

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Figure 6

Figure 6: Analysis of the Response of a One-Storey One-Bay Steel Frame to Blast 