Blast Responses and Vibration of Flood-Defense Structures under High-Intensity Blast Loadings

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.009a.svgz" name="4750345.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Stresses based on explosive masses</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.009b.svgz" name="4750345.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Stresses based on stand-off distances</td></tr></table>

<div>Stress changes of the weir in accordance with explosive masses and stand-off distances.</div>

Shock and Vibration

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Figure 9

Figure 9: Blast Responses and Vibration of Flood-Defense Structures under High-Intensity Blast Loadings 