A Gradient Stable Node-Based Smoothed Discrete Shear Gap Method for Analysis of Reissner–Mindlin Plates

<div class="floats-full-page floats-full-page-figure"><h2>Figure 13</h2><div class="floats-full-page-caption"><div>Relative errors for the first 12 parameterized natural frequencies of the elliptical plate.</div></div><div class="floats-full-page-content"><table class="figure-group"><tr class="fig-image"><td><object data="https://static-01.hindawi.com/articles/sv/volume-2020/8881983/figures/8881983.fig.0013.svgz" name="8881983.fig.0013" type="image/svg+xml"></object></td></tr></table></div></div>

Figure 13 | A Gradient Stable Node-Based Smoothed Discrete Shear Gap Method for Analysis of Reissner–Mindlin Plates

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Figure 13: A Gradient Stable Node-Based Smoothed Discrete Shear Gap Method for Analysis of Reissner–Mindlin Plates

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Figure 13

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<p><em>Shock and Vibration</em> publishes papers on all aspects of shock and vibration, especially in relation to civil, mechanical and aerospace engineering applications, as well as transport, materials and geoscience.&nbsp;</p>


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<p>Chief Editor, Dr Thai, is based at the University of Melbourne and his current research focuses on high strength materials for sustainable construction of buildings, bridges and other infrastructure.</p>


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