Demand-Based Optimal Design of Storage Tank with Inerter System

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/2956153/figures/2956153.fig.006a.svgz" name="2956153.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>PSD of the base shears of the tank with the VIS and the uncontrolled tank</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2017/2956153/figures/2956153.fig.006b.svgz" name="2956153.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>PSD of the overturning base moments of the tank with the VIS and the uncontrolled tank</td></tr></table>

<div>Power spectral density (PSD) curves of the benchmark tank (<span class="nowrap"><svg height="11.7782pt" id="M180" style="vertical-align:-3.42938pt" version="1.1" viewbox="-0.0498162 -8.34882 41.6929 11.7782" width="41.6929pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M538 96L524 119C492 88 454 63 446 63C439 63 434 70 440 101C463 223 491 341 518 448H508L433 422L401 276C355 192 240 56 188 56C163 56 154 89 163 133C184 233 207 338 235 443L230 448L152 424L58 17C40 -60 23 -143 23 -185C23 -241 42 -261 63 -261C92 -261 117 -241 125 -227L124 -221C109 -209 89 -165 89 -103C89 -55 96 -13 105 26H107C121 -3 134 -12 151 -12C172 -12 194 -5 221 16C279 61 330 124 384 194H386C381 159 377 141 368 105C343 3 363 -12 383 -12C416 -12 486 35 538 96Z" id="g113-234"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.89,3.132)"><path d="M387 400C387 425 348 451 303 451C247 451 176 414 132 376C69 322 24 228 24 148C24 43 74 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Shock and Vibration

Demand-Based Optimal Design of Storage Tank with Inerter System

Figure 6