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

Figure 16

Criteria reduction factor for the RMS vertical displacements of bridge deck. (a) in the middle of girder span between towers number 1 and number 2, (b) in the middle of girder span between towers number 2 and number 3, and (c) in the middle of girder span between towers number 3 and number 4.

(a)

(b)

(c)