I recall reading about the Flettner Rotor in the 60's in Popular Science. The U.S. Army designed a Flettner Rotor Bomblet for biological weapons deployment in the 60's which was very effective but they dropped it as biological weapons lost favor.
Currently there is a Flettner Ventilator on the market. It,s for home/commercial installation. It does not have a tall stack but rather a lower profile then many roof turbines.
There's a detailed description of Flettner Wind Generator applications and principles here,
https://www.cdlive.lr.org/informati...15 Flettner Rotor Guidance Notes COMPLETE.pdf
Starts at page 26. It has been adapted to wind turbines but I did not see an application as part of a building structure.
To use it with building columns you have to leave the building sides open on that floor. Obviously it would not be a work space. You'd need a lot of paperweights, safety netting etc. I imagine wind drag on the floor and ceiling (underside of floor above) and sidewalks (even if a parking floor) would create much higher drag than a ship application with only the deck to consider. Galloping Gertie harmonics would be a consideration a consideration. For you non Civil Engineers and physics majors google Tacoma Narrows bridge, a spectacular failure.
I don't see why they couldn't be roof mounted on tall buildings but again drag considerations and turbulence with AC units and such on the roof would have to be evaluated. Once again the canyons of Manhatten and Chicago don't lend themselves to the ship alone at sea model. You may end up with an unforeseen problem like I.M.Pei encountered with the "Plywood Palace" Bostonians nickname for the Prudential (or Hankcock) building where wind pressure in the canyons sucked the windows out of the building. Sheets of plywood were bolted in place while Pei and associates went back to the drawing board.