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.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0012a.svgz" name="2962154.fig.0012a" type="image/svg+xml"></object><div class="fig-label">(a) QiaoShi Bridge (50m simply supported T beam)</div></div><div class="sub-figure" id="b"><object data="https://static.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0012b.svgz" name="2962154.fig.0012b" type="image/svg+xml"></object><div class="fig-label">(b) HuaYuan Bridge (25m continuous T beam)</div></div><div class="sub-figure" id="c"><object data="https://static.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0012c.svgz" name="2962154.fig.0012c" type="image/svg+xml"></object><div class="fig-label">(c) DaiJiaShan Bridge (30m continuous T beam)</div></div><div class="sub-figure" id="d"><object data="https://static.hindawi.com/articles/mpe/volume-2019/2962154/figures/2962154.fig.0012d.svgz" name="2962154.fig.0012d" type="image/svg+xml"></object><div class="fig-label">(d) JinTangPing Bridge (20m continuous hollow-slab beam)</div></div></figure>

<p>Computed time-series curves of the midspan deflection of the bridges.</p>

Mathematical Problems in Engineering

fig12

Figure 12

Figure 12: Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement 