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I have two queries related to opensees modeling.
(1) Whether material for soil element(zerolength element) is represented by uniaxialMaterial Elastic and uniaxialMaterial UniaxialJ2Plasticity to represnt the linear and non-linear behavior respectively?
(2) Is it possible to use uniaxial p-y material, t-z material and q-z material attributed by zerolength spring element in reliabilty domain? Becoz I am faceing problem to detect these materials under reliabilty domain?
Appreciating your valuable suggestion in this regard.
Welcome again for any reply.