Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement

<figure class="figure-group responsive"><div class="sub-figure" id="a"><object data="https://static-preview.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0010a.svgz" name="2962154.fig.0010a" type="image/svg+xml"></object><div class="fig-label">(a) QiaoShi Bridge (simply supported T beam)</div></div><div class="sub-figure" id="b"><object data="https://static-preview.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0010b.svgz" name="2962154.fig.0010b" type="image/svg+xml"></object><div class="fig-label">(b) JinTangPing Bridge (continuous hollow-slab beam)</div></div></figure>

<p>Three-dimensional finite element models of the Qiaoshi Bridge and the Jintangping Bridge.</p>

Mathematical Problems in Engineering

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Figure 10

Figure 10: Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement 