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.007a.svgz" name="129787.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Half elevation of continuous box girder/cm</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/129787/figures/129787.fig.007b.svgz" name="129787.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Box girder section/cm</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/129787/figures/129787.fig.007c.svgz" name="129787.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Layout of reinforcement</td></tr></table>

<div>Profile of reinforced concrete continuous bridge.</div>

Mathematical Problems in Engineering

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Figure 7

Figure 7: A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges 