Numerical Analysis of a Train-Bridge System Subjected to Earthquake and Running Safety Evaluation of Moving Train

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002a.svgz" name="9027054.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Cable-stayed bridge  and foundation</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002b.svgz" name="9027054.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Main tower</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002c.svgz" name="9027054.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Main piles</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002d.svgz" name="9027054.fig.002d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Auxiliary piles</td></tr><tr class="fig-image" id="e"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002e.svgz" name="9027054.fig.002e" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(e) </b>Main span of main truss</td></tr><tr class="fig-image" id="f"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/9027054/figures/9027054.fig.002f.svgz" name="9027054.fig.002f" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(f) </b>Side span of main truss</td></tr></table>

<div>Finite element model of cable-stayed bridge and foundation.</div>

Shock and Vibration

fig2

Figure 2

Figure 2: Numerical Analysis of a Train-Bridge System Subjected to Earthquake and Running Safety Evaluation of Moving Train 