Should soil interaction be taken into account for shallow foundations?

C

civilization

New Member
Hello, as it is known, the 2007 earthquake regulation is also called 2.2.1.5. so if your floor is c and d, make the superstructure interactive solution. but it is called in tbdy 2018 ek16c 16c.1.2. If I ask briefly. whether to take into account soil interaction in shallow foundations or not. Thanks in advance.
 
I've written before, while I'm on the subject, I'll share it here. Soil Structure Interaction (ZYE) Soil Structure Interaction (SSI) in the literature and Superstructure interactive solution in IdeStatik; Although there are tens of parameters and results that it affects, our NEW REGULATION CANNOT BE NEGLECTED for superficial foundations, considering only the decrease in earthquake load due to the increase effect of the building period. When I saw this substance in draft form, my blood jumped to my brain. Unfortunately, I don't know what reason it serves in the final regulation, they put this article. The title of my doctoral thesis is "RESEARCHING THE EFFECT OF FLOOR PARAMETERS ON THE ANALYSIS RESULTS OF MULTI-STOREY BUILDINGS" and I have an article published on this subject. Soil structure interactive solution It should have been mandatory especially in ZC-ZD-ZE floor groups. Although the regulation says it can be neglected, it is a method that should be especially preferred.
 
I think this is a very important issue. The negligible statement in the regulation and the previous statement seem to say, “Make analysis according to the negative situation on the basis of the project. At least that's how I understood it.
 
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