Did you have any luck with this question? If you found something please share since I am also interested in this question.

Thanks,

ivan

I have completed my MTech thesis on these problem. If you need any thing, contect me.

Hi Renish,

thanks for fast response. I am actually interested in cyclic constitutive model for abaqus. What kind of shear walls were you modeling - RC, steel, composite?

I want to model composite shear walls (denoted as CPSW in AISC or EC8) - so I guess i will need some cyclic concrete behavior. Are you willing to share your ABQ file with me?

we can continue contacting over e-mail: [email protected], your help and time will be much appreciated.

thanks,

Ivan

Hi Renish,

when modelling RC in Abaqus how did you do it? What I mean is what constitutive model for concrete have you used or have you written your own subroutine (umat/vumat)?

is it possible that you share your ABQ file with me? Or is it possible to get your MThesis somwhere to read about your work?

If you are willing to cantact me you can do it over mail too:[email protected]

Yyour help and time will be much appreciated.

thanks,

Ivan