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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Three direction component forces</td><td align="center">Lateral wind load</td><td align="center">Vertical wind load</td><td align="center">Twisting moment</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">
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Computational formula of the three direction component forces of wind load.

Mathematical Problems in Engineering

tab4

Table 4

Table 4: Nonlinear Stability Analysis of a Composite Girder Cable-Stayed Bridge with Three Pylons during Construction 