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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Position</td><td align="center">Moment/(KN·m)</td><td align="center">Displacement/(mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Girder</td><td align="center"> </td><td align="center"> </td></tr><tr><td align="left"> Midspan</td><td align="center">−358</td><td align="center">−36.6</td></tr><tr><td align="left"> Supporting point at  pylon</td><td align="center">−11700</td><td align="center">−1.0</td></tr><tr><td align="left">Pylon</td><td align="center">36150</td><td align="center">27.2</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td>The moment of pylon takes place at the root. The displacement of pylon takes place at top and the positive direction points to midspan. The positive direction of girder displacement points to upward side.<br/></td></tr></table>

Effect of shrinkage and creep of concrete.

The Scientific World Journal

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Table 2

Table 2: Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges 