Seismosoft | Earthquake Engineering Solutions

Hi Zoi,
I think you talked to my colleague working with a similar model.
If this is not a bug, I will try to use other models and see if the error repeats.
Thank you
Antrox

Hello,
I just moved from V23 to V24
I have faced a problem (bug) when using loads/loading multiple which was not occurring in V23
By loading the txt files made up of 2 columns (time and load history), the software loads NaNs instead of the time values.
The loads are correctly loaded.
Strangely ...

ok, thank you

Hi there,
I'm looking for a way to launch multiple analyses by the command window, or any else way to automate the launching.
Is it possible?
Thanks

Ok, that's fine
Thanks for answering me
best regards

Ok,bye

Hello,
I have just noticed the dashpt element doesn't work for rotational component, the software allows me to insert Cxx - Cyy values but then the analysis doesn't take them into account.
Is it a bug?

Thanks

<t>It's not necessary the file, I'll try to explain me better:<br/>
I made these 2 attempts:<br/>
SECTION: rccs section with no bars <br/>
FRAME: 1)Force based inelastic frame<br/>
2) ELastic element<br/>
Force based inelastic frame comes out more flexible than the elastic element.<br/>
I checked ...

Does it exist also a threshold for the length of the accelerograms?

<t>Thank you for your advice.<br/>
Now I'm using a rccs section with reinforcement bars in place of the interior steel jacket.<br/>
I see that if I use this section with an elastic frame, the stiffness doesn't account for the bars (ok, no problem). So I try to use a Force based inelastic frame with ...