A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/129787/figures/129787.fig.0011a.svgz" name="129787.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Side-span center</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/129787/figures/129787.fig.0011b.svgz" name="129787.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Middle-pier top</td></tr></table>

<div>Variations of flexural moments at critical locations.</div>

Mathematical Problems in Engineering

fig11

Figure 11

Figure 11: A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges 