Hello all, I hope you can help me with this.
I am defining an axial connector with Non-linear Elastic Behavior according to a certain load-displacement relationship. I want to define the unloading path in some way, as it is illustrated in the Connector Uniaxial Behavior options (the problem is...
Hello all,
I am trying to create a model for a Wharf where the Axial Load-Displacement relationship of the Steel Piles is defines using a Multilinear Plastic (Kinematic) Link. The Load-Displacement relationships I have found through Non-linear Buckling Analysis of the piles.
We have 140 Piles...