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Hi all,
We aim to properly model preloaded spring dampers devices that are to exist at the top of the piers of a long viaduct.
This way, we would like to know if it is possible to run time-history analysis on a model that includes elements that are characterized by behaviour laws (we suppose by using non-linear releases) such as the following:
f (x,v) = f0 + k . x + c . v^a
where
x is relative displacement
v is relative velocity
f0, k, c and a are constant positive values
Regards
Solved! Go to Solution.