Seismosoft | Earthquake Engineering Solutions

It will be useful if the user could define distributed-plasticity, infrm elements, but with "uniaxial sections" (i.e to define a standard constitutive law -response diagram- at each monitoring section -I.P) instead only with fiber sections.
Many times, this is quite efficient computationally and sufficient numerically (if there is no need to couple axial forces with bending moments, i.e in beams).

Dear TUC,

Thank you for your suggestion, which we agree to be a pertinent one, and which we will thus certainly add to our (long) future features list.

Thanks again,

Seismosoft Support