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QuangQuoc Tran

Overturning Moment

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Hi everybody. I try to make a tall building model to test resistance to overturning. but I do not find the regulations on anti-overturning calculations for tall building. How to test for anti-overturning tall buildings under wind load and seismic load? Where was it stipulated in the eurocode? thank you so much!
(I know a little English and could not be 100% accurate record of what I want to say. Hope everyone sympathized)

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You must analyse your structure using EQU load combinations in EC. Normally we analyse using STR load combinations to design elements, but for equilibrium you need to use EQU load combinations.

Then you need to anchor your structure using sufficient self weight of the foundations or using piles or similar.

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