analyse satique non lineaire ''pushover'' d'un pieu unique (avec SAP2000)

[ranime]

slt pour tous
Quelles sont les étapes nécessaires à suivre lors de la modélisation.
Merci d'avance

 

[LittleInch]

ranime,

This site is manly an English speaking one, so you either need to ask in English or do some sort of translation.

But there is no detail to your question.

Remember - More details = better answers
Also: If you get a response it's polite to respond to it.

 

[PEinc]

Translation via Word

non-linerical satic analysis 'pushover' of a single stake (with SAP2000)

slt for all
What steps are needed when modeling.
Thanks in advance

http://www.PeirceEngineering.com

 

[Retrograde]

I am not overly familiar with push-over analysis. However, I recommend you start with FEMA documents FEMA 356 and FEMA 440. A wealth of free information.

 

[JoshPlumSE]

analyse satique non lineaire ''pushover'' d'un pieu unique (avec SAP2000)

I don't speak French (if that's what this is). But, I can sort of piece it out as 'nonlinear static pushover analysis of a single footing (using SAP2000)'.

slt pour tous
Quelles sont les étapes nécessaires à suivre lors de la modélisation.
Merci d'avance

Salutations all -

What are the necessary steps to following when modeling.

Thanks in advance

 

[JoshPlumSE]

Some references that might help (from a Google search):

https://www.academia.edu/download/31972350/pushover_paper.pdf

https://wiki.csiamerica.com/display/tutorials/Pushover+analysis+first+steps

https://youtu.be/CzqZVDse-eI

Note: I work for CSI, so I am not exactly an impartial observer. However, I'm fairly new to the company and not much of an expert in Push Over analysis. So, these links are really just what I've found on the subject that seemed useful. None of them directly reference single footings. To understand that better, I think I'd have to look through some FEMA documents or ASCE 41. My impression was always that the non-linearity of the structure was more likely to be accounted for in the superstructure itself rather than the foundation.