Seismosoft | Earthquake Engineering Solutions

Thank you very much for your response. It seems that I was not able to explain my problem clearly. I am aware of the points you mentioned. However, my question is this:

When a specific value is assigned as the ultimate applied displacement in the pushover analysis of the specimen, changing the ...

Hi.
I have modeled a two-dimensional reinforced concrete frame in SeismoStruct and performed a pushover analysis on it. In the Loading Phases tab, I need to enter a value for the step. When I use different step values, the capacity curve of the frame changes and the ultimate displacement also varies ...

thank tpu so much
But i dont know how can I send files here

Hi everyone,
I have a problem with the static analysis of this frame. As you can see, there is only one horizontal load applied to the frame, and based on that, one of the columns should be in compression and the other in tension. But in my results, both columns are in compression, and the vertical ...