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I didn't even know that was a thing
It didn't used to be. Your structural engineer would include a fairly crude wind load factor in his calculations to make sure your house didn't blow down (hint: use bricks rather than sticks or straw) but nobody cared that the flow field around the base of a tower block was a mortal hazard to cyclists in anything more than a light breeze (see Euston Tower)
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See also the story of 601 Lexington
https://en.wikipedia.org/wiki/Citigroup_Center
It was featured on one of those engineering tv shows. Basically at the time they calculated wind loads side on and years later a student redid the calcs if the wind hit the corners. Because of the weird design to hover the bulk of the building over a church, the corner loading in a storm could've collapse the building.
I didn't even know that was a thing.
Thanks for sharing btw!