Nonlinear Stability Analysis of a Composite Girder Cable-Stayed Bridge with Three Pylons during Construction

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/978514/figures/978514.fig.007a.svgz" name="978514.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Double cantilever construction scheme</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/978514/figures/978514.fig.007b.svgz" name="978514.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The set of location of temporary pier</td></tr></table>

<div>Construction scheme applied on the structure in the side of midpylon.</div>

Mathematical Problems in Engineering

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Figure 7

Figure 7: Nonlinear Stability Analysis of a Composite Girder Cable-Stayed Bridge with Three Pylons during Construction 