Seismosoft | Earthquake Engineering Solutions

Thank you for your answer. In my second e-mail, I tried to support my first e-mail. I tried to state that there was no modeling error in the bare frame system.

In the frame system with infill walls, there was no damage in the columns even when the ground floor infill wall is removed. Therefore, the ...

There is no problem with the bare frame system. In the frame system with infill walls, even if the column dimensions are 25cmx25cm, no element was damaged. The fact that no damage occurs even in the weak column-strong beam behaviour suggests that there may be a modeling error.

Dear huffte;

I'm sending files again.

https://drive.google.com/file/d/1muTxnr ... sp=sharing
https://drive.google.com/file/d/1VWh_R8 ... sp=sharing

Could you help me if there is a problem with the model?

I modeled a three-storey building with/without infill-wall. In the model without infill-wall, damage occured to the elements regardless of the damping type. In the infill-wall model, if the damping type was set to "none", the elements were damaged. However, when I selected the damping type as ...

Dear Huffte,

I want to model a seismically isolated structure in the SeismoStruct program.
Would you please send me a sample model created in this program?

Best regards,

My email address is: maktrb@yahoo.com