Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/6198296/figures/6198296.fig.002a.svgz" name="6198296.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Section of girder A</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/6198296/figures/6198296.fig.002b.svgz" name="6198296.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Section of girder B</td></tr></table>

<div>Section of the girder (unit: mm).</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables 