Advances in modeling boundary layer turbulence and its effects on motion independent aerodynamic force of bridge decks

Advances in Bridge Engineering

Table 6 Fluctuating wind power spectrum density under different turbulence integral scales

Segmental model of bridges	Wind spectrum input	Vertical bending fundamental frequency	Value of the fluctuating wind power spectrum density		Torsional fundamental frequency	Value of the fluctuating wind power spectrum density
Segmental model of bridges	Wind spectrum input	Vertical bending fundamental frequency	Along-wind direction	Cross-wind direction	Torsional fundamental frequency	Along-wind direction	Vertical direction
Suspension Bridge A (1:40)	Wind Tunnel	0.632	0.123	0.011	1.467	0.106	0.011
Suspension Bridge A (1:40)	Actual Bridge	0.632	0.397	0.112	1.467	0.086	0.034
Suspension Bridge A (:208)	Wind Tunnel	1.449	0.030	0.288	3.348	0.011	0.004
Suspension Bridge A (:208)	Actual Bridge	1.449	0.027	0.009	3.348	0.008	0.003
Cable-stayed Bridge B	Wind Tunnel	1.941	0.101	0.100	6.101	0.040	0.010
Cable-stayed Bridge B	Actual Bridge	1.941	0.082	1.091	6.101	0.014	0.004
Arch Bridge C	Wind Tunnel	3.569	0.011	0.003	7.892	0.003	0.001
Arch Bridge C	Actual Bridge	3.569	0.004	0.001	7.892	0.001	0.0004