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

Table 3

Longitudinal buffeting response quantities.

Response quantities	Positions on the bridge structure
Longitudinal base shear of the bridge tower	On the bottom of bridge towers number 1~number 6
Longitudinal base moment of the bridge tower	On the bottom of bridge towers number 1~number 6
Longitudinal top displacement of the bridge tower	On the top of bridge towers number 1~number 6
Vertical displacement of the bridge deck	In the middle of the spans between two towers