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

Table 6

Effect of vertical correlation on the rooftop dynamic response of the shear buildings: time domain.

	Direction
		2	4	6	8
Peak displacement (%)	Along-wind (y-direction)	−11.94	+15.33	−1.69	+10.97
	Across-wind (x-direction)	−67.79	−75.28	−81.23	−77.75
	Torsion about z-axis	−67.16	−71.79	−73.44	−77.42
RMS acceleration (%)	Along-wind (y-direction)	+109.33	+67.26	+85.42	+61.77
	Across-wind (x-direction)	+15.57	−0.055	−33.18	−29.41
	Torsion about z-axis	+242.67	+122.92	+71.64	+122.09
Peak acceleration (%)	Along-wind (y-direction)	+25.47	+42.40	+26.70	+34.94
	Across-wind (x-direction)	+51.48	+14.58	−25.08	−36.45
	Torsion about z-axis	+236.27	+96.27	+97.47	+116.04