Analytical Simulation of 3D Wind-Induced Vibrations of Rectangular Tall Buildings in Time Domain

Table 5

Aerodynamics coefficients and vertical decay constants for the wind loads: D/B = 1.

	(m)	Aerodynamic coefficients
					Krenk´s model for along-wind loads	Davenport´s model for across-wind loads	Davenport´s model for wind-induced torque
2	60	1.18	0.404	0.077	5	0.70	0.94
4	120	1.30	0.404	0.077	5	1.40	1.80
6	180	1.40	0.404	0.077	5	2.10	2.70
8	240	1.48	0.404	0.077	5	2.80	3.60