Seismosoft | Earthquake Engineering Solutions

Hello,

I have re-downloaded Seismostruct has instructed, even though I had the most recent version (release 2, build 50). The problem remains the same!
However, I did find the potential source of the problem: when the model includes "Groups" (of elements or nodes) and is run through Seismobatch ...

Hi z.gronti,

I have sent the file in question 2 weeks ago, have you had the occasion of looking over it?

Regards,

Hugo

I have recently started using the SeismoBatch facility to run multiple non-linear time history analyses (NLTHA) on my model. I would typically run a maximum of 4 analyses at a time and things would go pretty smoothly, albeit the long computing duration (which was expected).
When using the "Extract ...

Dear Seismosoft support,

Thank you for answering my query. I have played around with the Modified Ibarra-Medina-Krawinkler curve to draw up a backbone curve corresponding to my situation, plotting shear shear vs lateral displacement. However, after multiple tests (simple reponse control pushover ...

Hello all,

I am currently developping a EFM (equivalent frame model) for a URM (un-reinforced masonry) building with concrete slabs. I have chosen to model piers and spandrels by means of elastic frame elements, and to concentrate non-linearities at the extremities of the piers with plastic hinges ...