Seismosoft | Earthquake Engineering Solutions

I am modelling a precast shear wall connected with SMA rebar at the wall foundation junction. I am using the infrmDB element to model the wall and SMA connection. The SMA rebar embedded in the foundation will reach about 20% wall height above the foundation level. Could you suggest a correct ...

Hi, I am using SMA rebar in the shear wall model. As the SMA is a smooth rebar (without ribs), is the software considering it as smooth rebar during the analysis?