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analyse satique non lineaire ''pushover'' d'un pieu unique (avec SAP2000)
- Thread starter ranime
- Start date
LittleInch
Petroleum
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.
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.
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
non-linerical satic analysis 'pushover' of a single stake (with SAP2000)
slt for all
What steps are needed when modeling.
Thanks in advance
Retrograde
Structural
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
Structural
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)'.
Salutations all -
What are the necessary steps to following when modeling.
Thanks in advance
JoshPlumSE
Structural
Some references that might help (from a Google search):
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.
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.
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