Gravity-Induced Interstorey Drift Limits - Eccentric Core - Tall Buildings (thread507-4)

[GTD_18]

Further to Drapes thread: thread507-467421

I am just wondering if anyone has another comments or feedback on this (been a while sine the original one). I did find this paper which is a good read but it doesn't discuss reasonable limits:

https://global.ctbuh.org/resources/...ial-vertical-shortening-in-tall-buildings.pdf

Cheers