Long-Term Structural Health Monitoring System for a High-Speed Railway Bridge Structure

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/tswj/volume-2015/250562/figures/250562.fig.0020a.svgz" name="250562.fig.0020a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Single train with 8 carriages passed through the bridge</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/tswj/volume-2015/250562/figures/250562.fig.0020b.svgz" name="250562.fig.0020b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Single train with 16 carriages passed through the bridge</td></tr></table>

<div>Typical strain time-history curves of DYB-2 when single train passed through the bridge.</div>

The Scientific World Journal

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Figure 20

Figure 20: Long-Term Structural Health Monitoring System for a High-Speed Railway Bridge Structure 