Seismosoft | Earthquake Engineering Solutions

Dear Seismosoft,
I ran a 3D-RC frame under Time history analysis for three seismograms. The analysis be finished for two of seismograms, but, for one of them, the model cannot finished. Could you please check it for me? I sent the origin file with description to "Zoi Gronti" and "support@seismosoft ...

The problem is not related to this. I always use copy and paste for using the results of SeismoStruct, but, the name of the files which are extracted by seismobatch, are not based on my numbers (1,2,3,...,300).

Dear Seismosoft,
I have a bad problem with extraction data from seismobatch.
I have a lot of models which were ran based on NTHA. The name of each file is 1, 2, 3,...,n.
They are numbered based on structure of each model (3-stories, 4-stories, ..., n-stories). I need to know the behaviour of each ...

I have a lot of large models in an external hard. Seismobatch cannot load any external hard and I cannot use its facilities. Please solve this in new release

Seismobatch cannot read external partions which are connected to the system!!!

Hi Seismosoft
When I use subdivide option for a RC beam to divide it, the applied vertical loads of the beam is removed by Seismostruct?
How can divide beams without this problem? I have a lot of models and a lot of beams. I should be extract displacement of the beams at the middle, tgerefore, I ...

Dear Seismosoft,
I have 30 RC beams which have same condition for loading in push over analysis:
Target displacement=50 cm
Steps=1000
First load= 1 mm as vertical load on the middle span.
I ran all models by seismo batch. In my results, the load factor in 25 beams is 0.5, but in other models, the ...

Dear Seismosoft,
Why we can not define a performance criteria for moments of nodes and element? Why there is no option for this in performance criteria tab? For shear, rotation, strain and ..., your options are very well, but I need to have a criteria for moment in my work. Can I hope this will be ...

I saw a topic about a bug for calculation confinement factor in rcrs section. That post was about beams. I have a problem:
1_For modeling a beam with rcrs section, I check the reinforcement area in calculation confinment modul and I can see that the area has a wrong value. Yes, it was a reported bug ...

Dear Seismosoft,
I know that the file has not any problem with runing the current analysis type (push over). I also use the latest version.
The error messege appear when I change the analysis type to Eigen value analysis. As I said before, I had this problem not only in this problem, but also in ...