Seismosoft | Earthquake Engineering Solutions

Thx, i am waiting this version . Good Job

dear all
i want to model beam column joint.
now to introduce the bond slip effect i want to input the additional moment rotation due to the slip, how to define a zero length rotational spring ??
waitiing your answer
thx

could you plz add the feature of defining beam section with different reinforcment bars material

Hello everyone

i want to know , is it possible to define RC rectangular beam with different reinforcment material (( for example , the beam has 4 bars --> 2 steel and 2 FRP )).
All the best