Seismosoft | Earthquake Engineering Solutions

Hello everybody!
I'm writing because I have some problems with a Seismostruct 2016 model by performing incremental dynamic analyses. I modeled a steel moment resisting frame with leaning columns accounting for second order effects by means of force based elements.

The model is avaliable at this ...

<t>Goodevening! <br/>
I have just discovered that it is impossible to obtain the "stress and deformation output" for IDA analysis. I think this is a considerable lack in this software by which I obtained very successful results. I hope that in the future this output typology will be avaliable for ...

I created the model with an older version of Seismostruct. Pheraps the error dues to what you said. I should control better the frame orientation. Thank you!

Good evening
Did somebody obtein this error in Seismostruct new version?
"Impossibile determinare l'orientamento dell'elemento"
What can I do? [B)]
Thank you!

In post processor window I select the menu you told about but I have the same results also refreshing page and changing analysis.

I loaded a time history curve and I added dinamic time history load in applied loading windows as the number of restreints at base of structure.
I used 1 5 and 10 as distinct scaling factors in IDA Parameters window.

<t>Yes I mean scaling factor in IDA Parameter window. I said loading factor because they are also called in post processor window. If I insert two distinct scaling factors I have the same results in terms of displacement, rotations and reactions. How it is possible? What's probably wrong?<br/>
thank ...

Hi,
why I have the same results of IDA changing loading factor?
thank you