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

Table 6

Six objective functions.

Number	Description
	for the RMS top displacement of tower number 2
	for the RMS vertical displacement in the middle of girder span between towers number 2 and number 3
	for the RMS base moment of tower number 2
	for the RMS base moment of tower number 1
	for the RMS base shear of tower number 2
	for the RMS base shear of tower number 1