Seismosoft | Earthquake Engineering Solutions

How can I assign shear hinge and flexural hinge for column and torsion hinge for beams?
Sara

What i meant if i want model a section with longitudinal frp bars and transverse steel stirrups , the material that assigned for the section is one for whole section (longitudinal and transverse reinforcement )
I wish i clear my point and if there are misunderstood from me explain it
Sara

Hi,every one
I wander if l want make a combination between FRP bars and steel stirrups in column section as example and if i want lmplement this connection how can i model it taken in consideration the location of plastic hinges
Thanks, andi look forward to answer me as soon possible
Sara