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

Figure 21

Rooftop displacements of the shear buildings in time domain. (a) H/√BD=2, (b) H/√ BD=4. (c) H/√BD=6. (d) H/√BD=8.

(a)

(b)

(c)

(d)