I've been around a while, had not posted for about 6 months until last week.
I need to learn your patience.
Architect, licensed for 22 years, been in the business for 33.
Ahhh, you're just a baby.
(Mechanical Engineer. Got ya by 4 years…)
True, but much of the structure is there to prevent bending. (Can't have that building moving too much in the wind so you will get occupants motion sick) so stresses are will be distributed oddly across the structure........then there is the whole topic of sway dampers.....with oiled plates and large masses attached to springs etc.
Yup, active dampening complicates things a bit.
Any examples of, or references to, non-intuitive passive stress distribution?
True.......a tall building is essentially a vertical cantilever.
Yup, the cantilever part is obvious.
I was asking about this part:
tfk said:So this appears to suggest that due to this reserve capacity, on a calm day, the stresses in the lower columns of a tall building are actually considerably less than they are in the upper portions of the building.
Thanks.
Nice to talk to you.
Tom