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Hello ,
Now I am trying to use Concrete 01 material to define the truss element. Eventhough I assigned the concrete o1 as a struct element, the strength of infilled masonry wall is still as the same of the bare frame result? Why? Can someone give me an advice?

Hello Witarto,
May I ask you one thing,please. I am still beginner of opensees. In your cyclic loading , what is the meaning of using ''number of step like this''. And also what did you input '' set increments value''. ? Did you input the cyclic displacement value ?
Phawe

Hello Shankar,
I am also trying to use ConfinedConcrete01 now and I also wonder what the meaning of $stRatio and $mu is. If you know these two parameters now, would you share to me your knowledge?

Thanks
Phawe

Hello Everyone,
1. May I know that there is an example of the modelling of shear critical column ?
2. How can I model the shear column retrofitting with steel caging method?
May I get some suggestions from you all, please?

Phawe