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Dear Frank, I am using zeroLengthSection for bondslip and my problem is with recording shear. I use these commands and the problem is that it gives only possitive shear, while without the zero length the shear I have a real hysteresys recorder Element -file Data_BeamWithHinge/ReacBase2.out -time -el...

fmk wrote: > there is no acceleration at the nodes as the constraint handler just sets > the displacement values .. as a consequence theses dof do not appear as > unknowns to be solved for .. if you actually need accel at these nodes (in > presence of damping only the vel terms will effect the respo...