Seismosoft | Earthquake Engineering Solutions

Hello sir
I modelled RC JOINT -2 .
I used same properties used by you but my answers are not matching with your answers.
I also checked convergence criteria and all the properties.
I will send you my modelled on <support@seismosoft.com> and <info@seismosoft.com>.
Please tell me my mistakes.

I am not able to understand what you are trying to explanation.

My element class is inelatic force based frame.
I am using ramberg osgood curve for kink element.
I will mail you on support@seismosoft.com my modelled and validation paper.

I modelled reinforced concrete simply supported beam and provide the bond spring at the two support . I also give point load at mid point of the beam. But i didnot get the accurate result . can you help me?
Thank you in advanced