Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left"> </td><td align="center">0 camber</td><td align="center">2.9 m camber</td><td align="center">Relatively deviation%</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Midspan moment/(10<sup>3</sup> KN·m)</td><td align="center">101.19</td><td align="center">99.18</td><td align="center">−1.99</td></tr><tr><td align="left">Midspan deflection/mm</td><td align="center">1186</td><td align="center">1151</td><td align="center">−2.95</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The Scientific World Journal

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Table 3

Table 3: Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges 