The movement frame was what was designed to be resistant to wind loading, the granite was heavy it was clipped onto the movement frame, for cosmetic effect and for counter weighting the movement frame. To provide inertial loading of the movement frame, as I recall my conversation with the engineer that worked on the project, though I could be wrong it has been years since he explained the functions of the facade and movement frame.
I don't see any specific wind shear structure other than the belt trusses which encircle the building. The moment frame was stiff and probably was the wind shear structure... but the curtain walls are intended to be as light as possible and not a counterweight. I have never heard of this.