Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="426932.fig.003a" src="https://static.hindawi.com/articles/ace/volume-2013/426932/figures/426932.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>  Cross section of steel girder</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="426932.fig.003b" src="https://static.hindawi.com/articles/ace/volume-2013/426932/figures/426932.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Cross section of concrete girder</td></tr></table></td></tr></table>

<table>Main girder sections [<a href="/journals/ace/2013/426932/#B21">21</a>].</table>

Advances in Civil Engineering

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Figure 3

Figure 3: Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges 