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.0015a.svgz" name="2962154.fig.0015a" 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.0015b.svgz" name="2962154.fig.0015b" 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.0015c.svgz" name="2962154.fig.0015c" 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.0015d.svgz" name="2962154.fig.0015d" type="image/svg+xml"></object><div class="fig-label">(d) JinTangPing Bridge (20m continuous hollow-slab beam)</div></div></figure>

<p>Comparison of computed and measured time-series curves of the deflection of the bridges.</p>

Mathematical Problems in Engineering

fig15

Figure 15

Figure 15: Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement 