Auxiliary Piers on Long-Span Specially Shaped Mixed Steel Structure Main Tower Cable-Stayed Bridge: Research on the Impact on the Dynamic Performance

Table 10

The maximum bending moments of the tower roots and midspans of the three structural models under transverse + 1/2 vertical excitation.

Structure type	Tower root maximum bending moment (kN·m)			Maximum bending moment in the middle of the span (kN·m)
	Cross bridge	Longitudinal direction	Vertical	Cross bridge	Longitudinal direction	Vertical
Model 1	4.02	6.48 × 10^5	2.80	2.41 × 10^5	9.01 × 10^3	1.37 × 10^5
Model 4	3.96	6.41 × 10^5	2.77	8.75 × 10^4	3.49 × 10^4	1.28 × 10^5
Model 5	124.02	6.59 × 10^5	1.20 × 10^3	3.31 × 10^4	3.88 × 10^4	4.60 × 10^4