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

Table 4

RMS vertical displacements of the bridge deck (unit: m).

In the middle of the span between two towers	RMS vertical displacement
Towers number 1 and number 2	0.1638
Towers number 2 and number 3	0.1847
Towers number 3 and number 4	0.2065
Towers number 4 and number 5	0.1771
Towers number 5 and number 6	0.1611