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

Table 3

Three direction component forces of wind load in the max double cantilever stage.

Wind attack angle	Drag factor	Lift factor	Lifting moment factor
−3°	1.3910	−0.2680	0.0177
0°	1.2680	−0.0640	0.0430
3°	1.5420	0.3160	0.0512