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

Table 2

Simplified simulation of the wind field.

Number	Location	Component of wind velocity	Spacing	Number of simulation points
1	Bridge deck	Transverse component	30 m	95
2	Bridge deck	Vertical component	30 m	95
3	Tower number 1	Transverse component	10 m	16
4	Tower number 2	Transverse component	10 m	16
5	Tower number 3	Transverse component	10 m	16
6	Tower number 4	Transverse component	10 m	16
7	Tower number 5	Transverse component	10 m	16
8	Tower number 6	Transverse component	10 m	16