Hi
I'm trying to model a seismically strengthened building which is primarily a gravity shear wall structure, but has had some piles added to existing shear walls as part of the strengthening. I want to use compression only supports, ideally spring supports, to correctly reflect the stiffness of...
So reading the help section, this function is suppose to allow application of different support stiffnesses in different directions of the same translation. I want to model piles to be far stiffer in compression than tension.
I have defined the link properties and applied them as +Z and -Z in...
