Passive Control System for Mitigation of Longitudinal Buffeting Responses of a Six-Tower Cable-Stayed Bridge

Table 7

Control effects using three sets of A, B, and C.

Criteria reduction factor	Set A  kN⋅(s/m)^0.52)	Set B  kN⋅(s/m)^0.58)	Set C  kN⋅(s/m)^0.77)
of tower number 1	−34.25	−17.49	−1.76
of tower number 2	56.95	55.59	49.04
of tower number 3	−7.47	−0.41	−4.32
of tower number 1	8.44	7.59	6.61
of tower number 2	46.41	37.33	27.92
of tower number 3	24.92	19.27	12.22
of tower number 1	5.80	7.43	5.55
of tower number 2	18.14	16.01	10.20
of tower number 3	23.76	19.86	12.59
in the middle of girder span between towers number 1 and number 2	12.82	12.53	8.24
in the middle of girder span between towers number 2 and number 3	21.67	18.61	11.97
in the middle of girder span between towers number 3 and number 4	23.89	19.75	12.42